preparation of guideline for drinking water protection in ......4.2.1 aquifer 10 4.2.2 monitoring...

Preparation of Guideline for Drinking Water ProtectionOne Year Progress Report

(July, 2007 to June, 2008)

Submitted toSahjeevan

75, Jalaram SocietyVijay Nagar

Bhuj-Kachhch

Prepared byArid Communities and Technologies

C-279, Mundra Road Relocation SiteOpp. Gunatit Chawk

Bhuj-KachchhPh No. 02832-651531

Email: [email protected]

mailto:[email protected]

Preparation of Guideline for Drinking Water Protection

Arid Communities and TechnologiesC-279, Mundra Road Relocation Site

Opp. Gunatit ChawkBhuj-Kachchh

Ph No. 02832-651531Email: [email protected]

mailto:[email protected]

I N D E X

1 Preface 1

1.1 Aim and Objectives 1

2 Approach and Methodology 1

2.1 Methodology for Taluka Categorization 12.2 Methodology for Case studies 22.3 Methodology for Protection Guideline 3

3 Study Area 3

3.1 Location and spread 33.2 Socio- Economic Profile 43.2.1 Demographic Characters – population 43.2.2 Livestock 53.2.3 Occupations 53.2.4 Amenities 53.3 Climatic Aspects 63.4 Physiograpy and Drainage 7

4 Geohydrological Charecteristics of Abadasa Taluka 8

4.1 Geology 84.2 Groundwater 94.2.1 Aquifer 104.2.2 Monitoring Network 11

5 Status of Water resources and general problems 30

5.1 Status of surface and groundwater5.2 water resource utilization pattern5.3 water problem5.4 Water balance scenario

6 Drinking water development and emerging issues 31

6.1 Status of Drinking water 316.1.1 Traditional Drinking Water Sources 31

6.1.2 Advance Drinking water Sources 316.2 Drinking water development 326.3 Emerging Issue 326.3.1 Technical and Technological 326.3.2 Environmental- groundwater and quality 326.3.3 Social and management 336.3.4 Policy aspects 33

7 Socio-Technical analysis of Abadasa taluka 34

7.1 Approach and methodology 347.2 Analysis of each criterion 347.2.1 Categorization Based on Availability of Surface and Groundwater 347.2.2 Categorization Based on Water Quality 377.2.3 Categorization Based on Groundwater Exploitation 387.2.4 Categorization Based on Drinking Water Technology 397.2.5 Categorization Based on Social and management aspects 407.3 Final catergorization 41

8 Drinking water protection strategies/guideline 45

8.1 Approach 458.2 Case study 458.2.1 General Information 468.2.2 Local Drinking water system 468.2.3 Suggested Protection Strategies 468.3 Drinking Water Protection Guideline 46

Annexures

1 Consulation Report 472 Water Quality Monitoring data from WASMO 513 Details of selected villages for case study 534 survey data carry out for well identification for pump test 545 List of villages along with code which is in each map 55

1 Preface

Water is a prime factor for any living organism. Without water there is no possible life. Day by day sufficient water availability becomes a world wide problem, where human being uses it for different objectives. In drough area or drought prone area, this problem becomes more sevear. Kachchh district is also same area. So that here developmet and management regarding water is more significant than other aspect. On this philosophy, water resource planning and management study carry out in Abadasa taluka of Kachchh district. This study is in four phase in continuation. First of all study carried out to understand and analyse drinking water availability and problem in the taluka. With the helpof finding of this study and geohdrological investigation, village level decentralize drinking water planning has been done. On this basis, implementation of suggested acitivity is in process. But physical implementation is not a complete development. There should be management and protection strategy for drinking water source. But there is no any legel guideline for it. Regarding this, the study is to propose to prepare a guideline to protect drinking water source. Following are aim and objectives of this study.

1.1 Aim and Objectives

This study is aimed to carry out geo-hydrological research to prepare the guideline for groundwater legislation to protect drinking water sources in Abadasa taluka.

Objectives:

Following objectives have been set to fulfill above aim:• To categorize entire Abadasa taluka as per water resource potential, geohydrology and

drinking water management.• To study groundwater quality trend.• To study groundwater exploitation rate.• To study present drinking water management and protection system.• To study water balance scenario of the taluka.• To develop drinking water protection guideline with the hep of case studies.• Suggestion for possible legal framenwork for drinking water protection.• Formulation of village level drinking water protection institution.

2. Approach and Methodology

Entire study can be devided in three parts. Different methodology has adopted for each part describe in detail below.

2.1 Methodology for Taluka Categorization

Data collection: During this phase i.e. August to October 2007, data collection both field level as well reports and research papers as major activity was targeted. Following are the list of data were collected during the phase Demographic data of the taluka. Surface water recourse data Groundwater potential data Monitoring well data collection

Detail water quality analysis Groundwater Data from SIPC and GWRDC Technological intervation regarding water resorce at village level either local or advance Estimation of groundwater based well or borewell and use pattern Reports and documents

o Guide to Groundwater Guardian, Groudnwater Guradian Programme of The Groundwater Foundation, Down loaded from Internet

o Model Bill to Regulate and Control The Development and Management of Groundwater, Ministry of Water Resources, Government of India, January 2005

o Report of Sub Committee on More Crop and Income Per Drop of Water, Advisory Council on Artificial Recharge of Ground Water, Ministry of Water Resources, Government of India, October 2006.

o National Water Policy, 1987o National Water Policy, 2002

Groundwater monitoring: Monitoring network has established to study water level fluctuation and water quality. For this in each year, water level measurement and water sample collection carry out in pre monsoon and post monsson season. Detail chemical analyses carry out at laboratory to study water quality and trend.

Consultation: For taluka catergorizatoin as per technical and social aspects, consulation held with experts in technical as well as social and developmental field. Through this methodology can finalize for categorization. During this study continuation consultation will held with some experts, who are Dr. R. Parthsarthy, Director-GIDR, Ahmedabad, Dr. Zarna Pathak, GIDR, ahmedabad, Dr. K.C. Tiwari, Professor, M.S.University-Baroda.

Workshop: Workshop will organize to discuss categorization methodology of taluka. In this workshop villages will select for detail case study.

2.2 Methodology for Case studies

With the help of above part, 22 villages have been selected for case studies which present different types of drinking water system. Detail study will carry out for each village.

Data Collection: Secondary as well as primary data will collecte for case study villages. Secondary data will include demograpgic imformation, drinking water system, maps. Primary data will collect through filed work and studies.

Study and Analsis: Study will carry out regarding drinking water system. In this exercise will carry out to analyze possible threat which can degrade present drinking water source. In this, aquifer properties will be identify with the help of geophysical investigation, pump test etc. Exercise also carries out to demark area to protect drinking water source. Water balance also calculated for each village.

Consultation: Here consulation held at teo level. To understand drinking water system and possible threat, local people will consult. Possible management and protection measure will also discuss with local people and institution. Experts also consult for technical guidance, legal framework and threat at regional and institutional level.

2.3 Methodology for Protection Guideline

To prepare protection guideline, following methodology will adopted.• Summarization of suggested management and protection measures by local people and

experts in each case study.• Report rewiev for guideline framework. National and state level policy as well as study

report will refer.• Individual consultation will held to discuss finding from case study. • Workshop will organize to tream draft guideline, where experts from different region

will be incorporate.• Final guideline will prepare.

3. Study Area

3.1 Location and spread

Abadasa taluka is located in south-western part of the Kachchh district bordered by gulf of Kachchh in southern and western sides where as by Lakhpat, Nakhtrana and Mandvi taluka at other sides. Abadasa taluka spreads over about 2,300 sq km and 165 villages and hamlets are part of the taluka. Naliya being the taluka head quarter is the biggest town in taluka wheras Kothara, Mothala and Jakhau are other major villages in Abadasa taluka. The laluka head quarter Naliya is located about 90 km in west from district head quarter Bhuj. Map no. 3.1 shows taluka location in district and taluka map with major villages and road.

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￢Naliya

Jakhau

Bhanada

Kothara

Suthari

Mothala

Vayor

Tera Samanda

Hothiyay

Bandiya

Vinzan

Dumra

Jangadiya

Bitta

Rampar

Major RoadsVillage BoundryTaluka Boundry

# Village Location

5 0 5 10 Kilometers

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A R A B I A N S E AM

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V I

N A K H T R A N A

L K H P A T

Naliya ￢Bhuj

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GREAT RANN OF KACHCHH

Abadasa Taluka

Map No.3.1: Location Map of Abadasa Taluka

3.2 Socio- Economic Profile

3.2.1 Demographic Characters - population

Total population of the taluka is 97,508 is distributed into 19,087 households. Demographically the Abadasa taluka is dominated by upper class people. Out of its total population (97,508) 67 % belongs to such upper class communities while, 16 % and 11 % population belongs Other Backward Class and Schedule Caste classes respectively. Population belong to Schedule Tribe class is only 6 % in the area. Map no. 3.2 shows village wise population density in Abadasa taluka. Naliya, Kothara, Vayor and Jakhau are large populated villages of the taluka. Average decennial population growth rate of the taluka has been assessed is 11 % based on population data of last five decade, which is almost half than the district growth i.e. 22 %. Sex ration of the taluka stands at 960.35. Table no. 3.1 shows total household, population and caste wise analysis of Abadasa taluka.

Table no.3.1: Total Households, Population and Cast Wise Population Distribution of the TalukaDetail Total No. %

Total House Holds 19087PopulationTotal Population 97508 100Total Male 49740 51Total Female 47768 49CasteOther Class 65587 67Other Backward Class 16052 16Scheduled Caste 10331 11Scheduled Tribe 5538 06Source: Government of Gujarat, District Census Handbook, 2001

67%

16%

11%

6%

Other Total OBC SC Total ST Total

Besides the caste wise distribution the population have also been classified as per literacy rate, which clearly indicates out of total population only 48 % is literate population. Further in literate population literacy rate is almost 1.5 times high in male population. While out of total illiterate

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Tera

AidaBandiya

Lathedi

Bera

Jakhau

Bitta

Vanku

Naliya

Bara

Sandhan

Pat

Parajau

Suthri

Ukir

Dumara

Butta

Piyoni

Akari Moti

Boha

NarediRava

Pay

Golay

Bhanada

SamandaRampar

Sarguara

Mokhra

Jangadiya

ChiyasarSindhodi Moti

Sanyra

Khanay

Vayor

Suddhro Moti

Mothada

Ashapar

Lala

Kadoli

Fulay

Sandhav

Vamoti Nani

Daban

Bhachunda

Lakhaniya

Ranpur

Hothiyay

Sujapar

Nangiya

Trambo

SanosaraVingaber

Chhasara

Karodiya Mota

Vinjhan

Kerwandh

Kanday

Ber Moti

Mohadi

Siruwandh

Daha

Khuado

Chhadura

Laiyari

Ber Nani

Hamirpar

Kanakpur

Bela Vandh

Vaghapaddhar

Kharua

Vagoth

Dhufi Moti

Rapar Gadhvari

Meru Vandh

Chhachhi

Naranpar

Hingariya

Kosha

Miyani

Navavas

Nanavada

Dadamapar

Kuvapaddhar

Karodiya Nana

Valavari Vandh

Suddhro Nani

5 0 5 10 Kilometers

Roads

Population< 100101 - 200201 - 500501 - 10001001 - 20002001 - 8120

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Map No. 3.2 Village Wise Population Density of Abadasa Taluka

Table no.: 3.2 Literacy Rate of Abadasa TalukaDetail Total % Remarks

Total Population 97508 100Literacy total 46804 48.00Literacy Male 28299 60.50Literacy Female 18505 39.50

Considering 100 % of total literate

Illiterate Total 50704 52.00Illiterate Male 21441 42.30Illiterate Female 29263 57.70

Considering 100 % of total literate

Source: Government of Gujarat, District Census, 2001

population share of illiterate female class is 57.70 % and that of male is 42.30 % sum of that is 52 % total population of taluka. Table no. 3.2 gives an idea about literacy rate in study area.

3.2.2 Livestock

Livestock population is also considerable fector in drinking water protection guideline. It also has equal importance as human population. Not only that, animal husbandry is parallel back bone traditional occupation of the taluka and therefore drinking water management and protection aspect for livestock can not be over look. Besides composition of livestock of the taluka all cattle have been classified as Adult Cattle Unit (ACU) and their village wise density have been mapped out. (Map no. 3.3)

3.2.3 Occupations

Major traditional occupations in the district are animal husbandry and agriculture where as fisheries is restricted up to coastal villages. Due to industrial development wage labor and pressure from outside labor has increased in the area in last several years.

Table no. 3.3 shows the status of workers and labors in the taluka in the year of 2001. Almost 55 % of the total population is non working population while working population can be further categorize into two classes as (01) Main (32.72 % of total population) and (02) Marginal (10.34 % of total population); which again sub categorize into four main category as a. Cultivator; b. Agriculture labor; c. HH and d. OT. (Table no. 3.3)

3.2.4 Amenities

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5 0 5 10 Kilometers

Adult Cattle Unit<150151 - 500501 - 10001001 - 20002001 - 3000> 3000 (Max 3560)

Village Location#

Taluka Boundry

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Tera

AidaBandiya

Lathedi

Bera

Jakhau

Bitta

Vanku

Naliya

Bara

Sandhan

Pat

Parajau

Suthri

Ukir

Dumara

Butta

Piyoni

Akari Moti

Boha

NarediRava

Pay

Golay

Bhanada

SamandaRampar

Sarguara

Mokhra

Jangadiya

ChiyasarSindhodi Moti

Sanyra

Khanay

Vayor

Suddhro Moti

Mothada

Ashapar

Lala

Kadoli

SandhavRanpur

Hothiyay

Nangiya

TramboKaraiya

Chhasara

Kanday

BitiyariKukdau

Khuado

Ber Nani

Kanakpur

Bela Vandh

Balapar

Vaghapaddhar

Meru Vandh

Chhachhi

Naranpar

Kosha

Miyani

Karodiya Nana

Valavari Vandh

Thumbadi

Meman Vandh

Figure no. 3.3: Village Wise Density of Livestock Population as Adult Cattle Unit, Taluka Abadasa

Table no. 3.3: Status of Working and Non Working Population of Abadasa TalukaSr. No.

Details No. %

1 Total Working Population 43932 45.05A Total Working Male 27672 55.63B Total Working Female 16260 34.042 Non Working Population 53576 54.95

1.1 Main Working Population 33852 34.72a Main Cultivator 10274 16.33b Main Agriculture Labor 8965 46.39c Main HH population 2017 21.16d Main OT Population 12596 16.12

1.2 Marginal Worker 10080 10.34a Marginal Cultivator 1646 16.33b Marginal Agriculture Labor 4676 46.39c Marginal HH Population 2133 21.16d Marginal OT Population 1625 16.12

Note: Percentage of sub categories have calculated for respective main category not for total working populationSource: Government of Gujarat, District Census Handbook, 2001

3.3 Climatic Aspects

Being a part of arid to semi arid district Kachchh district, Abadasa taluka is also characterized as semi arid region and shows three distinct seasons through out the year. i.e. cold season starts from December to February followed by hot summer until June. June to September constitute a period of South west monsoon while October and November months are considered as post monsoon transition period between rainy season and cold season. Table no. 3.4 clearly points the month wise normals of the different climatic parameters of Abadasa Taluka.

Last several years records of the meteorological department indicates that variation in rainfall has been reported from 0.20 mm (year 1987) to 1265 mm (year 1994) this clearly pin points extent of variation in rainfall. The temperature and relative humidity in compare to other part of district are low and higher respectively, whereas, maximum wind speed goes in the months of June and July. Such differences in climate in compare to other part of district are indications influence of oceanic climates due to nearness of sea. Graf no 3.1 shows relationship between three metereological - temperature, relative humidity and wind speed.

Table no 3.4: Normals of Rainfall, Temperature, Relative Humidity and Wind Speed of Abadasa Taluka

Month Rainfall Mean Daily Temperature Relative Humidity Wind Speedmm Day Max Min 8.3 17.3 km/hr

January 1.30 0.2 27.20 7.90 64.00 26.00 8.70February 1.80 0.1 29.70 11.20 73.00 32.00 8.20March 3.50 0.1 32.60 15.90 80.00 40.00 9.50April 0.10 0 34.20 20.40 79.00 48.00 12.10May 00.00 0 35.20 24.80 78.00 57.00 17.60June 30.70 1.7 33.60 27.00 78.00 68.00 23.50July 219.50 2.1 31.80 26.10 85.00 77.00 21.90August 126.60 4 30.70 25.60 85.00 75.00 19.20September 93.70 2.4 30.80 24.20 87.00 75.00 14.70October 4.00 0.3 33.50 19.40 86.00 52.00 8.20November 11.60 0.5 31.80 14.30 65.00 30.00 9.40December 1.10 0.1 28.40 10.10 65.00 30.00 9.60Total 493.90 11.5

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Average temperature C Average Relative Humidity % Wind Speed km/hr

Graf no. 3.1 Relationship between Temperature, Relative Humidity and Wind Speed in Abadasa Taluka

Since the hydro-meteorological parameters have close relationship with water resources. Here Evapo-transpiration and Overland Flow have more important. It is already proven with different studies that potential evapo-transpiration in the district is 0.93 m whereas overland flow ranges between 60 to 78 % as per the local conditions of the specific micro-watersheds. High temperature and wind leads to high rate of evapo-transpiration in these months. Whereas, high overland flow rate in the area is mainly due to high intensity of rainfall. Analysis of daily rainfall records from rain gauge stations established at dam sites categorizes rainfall of the area into heavy rainfall category in which the area receives almost 75 % of the annual rainfall within very short period which results into high velocity and gives rise to heavy loss of rainwater through overland flow. Therefore, in this planning special emphasis have given to these aspects for supply estimation part of water budgeting.

3.4 Physiography and Drainage

Physiographically the area of Abadasa taluka can be divided into two parts low to gentle sloping mainland bordered by a strip of coastal plains in western and southern sides. In spite of two physiographic divisions the taluka shows various landforms as per the current physiographic processes of weathering, erosion and depositions. Drainage network of the taluka draws specially attention due to its dendritic to sub dendric patterns in compare to other part of the district which is characterized by parallel to sub parallel patterns. Which clearly reflects the lithological controls especially clays and limestone. Besides patterns due to gentle to low slopes almost all the rivers flows as sheet flow in their old stage. Kankavati, Mithi, Khari, and kothara are major rivers of the area. Map no. 3.5 shows the drainage network of the Abadasa taluka.

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Suthari

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Vayor

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Hothiyay

Bandiya

Vinzan

Dumra

Jangadiya

Bitta

Rampar

Streams

Taluka Boundry# Village Location

5 0 5 10 Kilometers

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L K H P A T

Litho-StratigraphyAlluvium (Recent & Pliestocene Deposits)Sandstone and Conglomerate (Kankavati Series)Khakhi Clay (Aida Stage)Shale and Silt Stone (Vinjhan Stage)Limestone (Bermoti Series)Shale (Berwali Series)Laterite (Madh Series)Basalt (Deccan Trap)

Map No. 3.5: Characteristics of Drainag with Respect to Lithology of Abadasa Taluka

4. Geohydrological Charecteristics of Abadasa Taluka

Water is closely related with geology. Where surface as well as groundwater potential is depends on lithology. Geohydrology is to understand characteristics of rock formation with water, where its properties like to store water, release water and also quality of water covred. When the study is for drinking water protection guideline, it is important to look after geohydrological cherecteristics at regional level.

4.1 Geology

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Jakhau

Lala

SuthariDumara

Vinjhan

Kothara

Bhanada

Naliya

Rampar

TeraBitta

Mothada

Bandiya

Jangdiya

Vayor

Hothiyaa

Mudflat

Bermoti SeriesBerwali Series

Kankavati Series

Vinjan Stage

Deccan TrapMadh Series

Recent

Aida Stage

Taluka Boundry

Geology

8 0 8 16 Kilometers

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Map No. 4.1 Geological Map of Abadasa Taluka

As per geological evaluation of this area, most of the rock formations are marine deposited formation, while some area represents igneous rock and its altered deposited rock. However, in surfacial part alluvium formation occurs which is fluvial deposited material. Map no. 4.1 shows geological map of the Abadasa taluka. Oldest formation in the study area is Deccan trap basalt which is formed by volacanic activity. This formation occurs in east part of the study area. Adjoining to this formation, laterite rock occurs in north-east portion. Laterite is secondary deposited rock by chemical weathering of basalt. After this, limestone and clay formation deposited, which are marine formation. This formation known as Berwali and Bermoti series located at north-west part of the study area. Berwali series consist of different coloured shale, while Bermoti series consist of Nummilitic limestone. This formation overlain by Khari series, which has two stages-, one is Vinjhan and other is Aida stage. In vinjhan stage, shale and siltstone occurs, while Aida stage formed of khakhi coloured clay. By this formation sandstone deposited which is known as Kankavati formation. This formation is

raning from Naliya to Mothala in central part and between Dumara –Kothara villages. These all are marine deposited formation except basalt and laterite. In recent period, fluvial action formed alluvium formation, which is youngest formation. This formation occurs near coastal area in south to west part of the study area. Table no 4.1 shows geological formation, respective lithology and its characteristics.

Table No. 4.1 Relationship between Lithology and groundwater in Abadasa TalukaEra Period

/AgeSeries/ Stage

Lithology Characteristics G.W.Potential

G.W.Depth

Water Quality

Water Quantity

Quarternary

Re-cent

Miliolite and Alluvium

Coastal formation, High porosity [ 60 %] & permeability

High but saline

Shallow

Brackish

Short fall in drought

Tertiary (6.5 to 0.18 crore years ago)

Plio-cene

Kankavati

Grey Sandstone with grit, conglomerates

Grey, Khakhi coloured, calcareous high porosity & permeability

High to medium

Deep Sweet to Slight brackish

Enough

Mio-cene

Khari

Aida

Khakhi clay Fossiliferous and high porosity

Low Shallow

Saline Not Enough

Vinjan

Silt stone/shale

Gypseous with silty, reddish brown, coarse grain sand

Low, Saline

Shallow

Brackish

Not Enough

Oligo-cene

Bermoti NummuliticLime stone, grey clay

90 to 95 % Numulites, high porosity

High to Medium

Shallow

Saline Enough

Upper Eo-cene

Berwali Grey,brown gypseous Shale, black shale

Gypeous, Bitumenous, Fissile, Soft Shale

Low Saline Saline Not Enough

Lower Eocene Palaeo-cene

Madh Laterite, bauxite,bentonitic clay

Soft,Ferrugenous materialPorosity upto 11 %

High to Medium

Shallow

Sweet Enough

Mesozoic (20 to 6.5 crore years ago)

Upper Creta-ceous

Deccan Trap

Greenish black Fractured BasaltAmygdaloidal BasaltCompact Basalt

Fracture serve as porosityAmy. Of silica close the vesiclesNo porosity

HighLowAs barrier

ShallowShallow---

SweetSweet

Short fall in drought

4.2 Groundwater Groundwater potential is very limited in Abadasa taluka. Table no. 4.1 shows lithology wise groundwater potential, quality and quality parameters. Here below Aquifer, water level, water quality described in detail. There is also a monitoring network to understand water level trend and salinity trend.

4.2.1 Aquifer

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168107

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106101 100

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158160

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163105

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13863

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6465

154169

172176

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51132

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6968 72

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45145146

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Bermoti- Nummilitic LimestoneKankavati -Sandstone

MudflatNo groundwater

Deccan Trap- BasaltMadh Series- Laterite

Recent- Alluvium

LegendVillage Boundry

Aquifer

5 0 5 10 Kilometers

N

Map no. 4.2 Aquifer Map of Abadasa Taluka

Aquifer is rock which can absorb water, store it and can reales it. In the study area, threre are limited aquifers available. Total five rock formations have properties like as an aquifer. These formatins are recent-Alluvium, Kanakavati-Sandstone, Bermoti-Nummilitic limestone, Madh-Laterite and Deccan- Basalt. Map no. 4.2 shows extend of each aquifer, where pink colored zone do not have groundwater potential. Table no. 4.1 shows aquifer properties. There is also imformation regarding quality and quanitity. Except basalt and laterite, others are saline formations. So they have inherent salinity. Other side the taluka has long coast line, which is also source of salinity. As per depth of aquifer, kankavati sanstone have deep groundwater zone, while other are shallow aquifer. Map no. 4.3 shows groundwater zonation.

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129179 127

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186 149

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168107

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106101 100

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158160

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163105

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167 140 139136

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6968 72

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Shallow Groundwater ZoneNo Groundwater Zone

Deep Groundwater Zone

Legend

7 0 7 14 Kilometers

N

Map no. 4.3 groundwater zone of Abadasa Taluka

4.2.2 Monitoring Network

During planning phase of abadasa taluka, groundwater monitoring network has been established. In current implementation phase other wells are consider for monitoring. Objective of monitoring network is to monitor quality and quantity parameters of groundwater. Monitoring source identify on basis of aquifer typr, groundwater zone, specific use and use pattern in surrounding area. Total 136 sources identified for monitoring. Table no 4.2 shows monitoring source details. Here 40 borewell and 3 handpump covered in monitoring network, which represent deep groundwater zone. Total 93 wells represent shallow aquifer zone. In these monitoring sources, IWSS scheme base borewell, Irrigation borewell and well, local level drinking water well and artetian boreweell and well covers. So that as per aquifer and uses of water, groundwater can monitor. This monitoring activity carries out in pre monsoon and post monsson season regularly. In this activity, water level measurement and water sample collection carry out for each well. Water chemistry analysis has been carried out for each sample as part of the monitoring network. Map no. 4.4 shows location of monitoring source, where more no. of source located at south-east portion near Kothara village. This is because of more utilization of groundwater in that pocket

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ACT57 ACT15

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ACT124ACT94

ACT93ACT36

ACT123ACT3

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ACT23ACT7

ACT64

ACT85ACT65

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ACT77

ACT44

ACT87

ACT63

ACT56

ACT49

ACT83

ACT99ACT24

ACT76

ACT22ACT92

ACT17

ACT26ACT59

ACT8

ACT96

ACT115

ACT116

ACT9

ACT70

ACT39

ACT34

Hothiyay

Vayor

Jangadiya

Bandia

Piyonoi

Mothala

Dumra

Vinjhan

Bitta

Tera

Suthri

Kothara

Bhanada

Naliya

Rampar

Jakhau

Lala

N

Village Boundry

Taluka Boundry

# Monitoring Wells

Major Roads

# Major Sattlements

3 0 3 6 Kilometers

Map No. 4.4 Ground water monitoring network in Abdasa Taluka

Table No. 4.2 Type of Monitoring well

Type of Source Total No.

Borewell 40

Well 30

Talav/dam+well 48

River+well 15

Handpump 3

Total 136

Water level

As a part of monitoring activity Water level meseurement carry out for each well/borewell in pre monsoon and post monsoon season. Groudnwater level fluctuation is an important fector to measure rate of groundwater exploiation. On basis of this quantity of recharge water and used water can estimated.

Here water level fluctuation analyzed as per pre monsoon of year 2007 and year 2008. The range of fluctuation is 5 m water level rise to 5 m water level depletion. Water level rise more than 5 m in 14 vilalges while delpte more than 5 m in five villags. Table no 4.3 show range of fluctuation and no of villages. 2008. Map no 4.5 shows contour of water level fluctuation of pre monsoon season of year 2007 and year 2008. Map shows that water level rise in spme pocket in north, east and south east direction. While water level deplet that means groundwater exploited more in compare to year 2007 in north-west, center and south east direction, which is in one line from North West to south east. Most of the rest area shows no change. That means whatever the recharge benefit in monsoon got used in pre monsoon season. Means there is no exploitation or threats to exploitation.

0 m

0 m

2 m

4 m

2 m

Water Level ContoursBased on changes in pre monsoon,2007 to pre monsoon 2008

-2 m deplition0 No change2 m rise4 m rise

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10 0 10 20 Kilometers

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Map No. 4.5 Waterlevel fluctuartion contour of pre monsoon 2007 to pre monsoon 2008

Table no. 4.3 Analysis of water level fluctuation in pre monsoon season of year 2007 to year 2008

Type of change

DepthTotal no of

source

High deplition > -5 m 5Low deplition 0 to -5 m 44No change 0 m 2Low recharge 0 to +5 m 53High recharge > +5 m 14

Water quality

The study area has groundwater in limited area having limited quanitity. In other side, most of rock formation are marine deposited having inherent salinity. There is also long coastline which is big saline resource. So that along with water analysis, groundwater exploitation it is necessary to monitor groundwater quality. When the study is regarding drinking water management and protection, water quality has more emphasise in the study. Slight more water cusumption can lead salinity intrusion through sea water intrusion in aquifer. There is also saline rock adjoining to aquifer which also can release salinity to the aquifer. However there is a problem of high fluoride content in ground water. If this content is more than permissible limit in drinking water, it is harmfull to health. So that every year in pre and post monsson season, water sample collection carry out of each monitoring well. Where detail chemical analysis carry out for each sample. Here table no 4.5, 4.6, and 4.7 shows detail of chemical analysis of each monitoring well sample for pre monsoon, 2007; post monsoon,2007 and pre monsoon, 2008 respectively.

Total desolved solid is basic parameter to analyze drinking water potability. In the study area, TDS analysis carried out for each monitor well in pre monsoon and post monsoon of year 2007 and pre monsoon of year 2008. For drinking weter, TDS should be less than 2000 ppm as per drinking water standerd. Table no 4.4 shows ranges of TDS value in monitor well in pre monsoon and post monsoon sesasons of year 2007 and 2008. If we analyze pre monsoon season of two year it can interpret that groundwater get recharge in monsoon by seeing influence on TDS. Numbers of villages rise in good water quality category in compare to year 2007. That means those well which have poor water quality get improve. In excellent water category, 22 well having this quality in year 2007, which raise upto 37 wells in year 2008. Similarly in good water quality zone, no of wells raise upto 65 from 48. Third category indicates numbers of well goes down from 16 to 14. First three categories belong to potable water. In year 2007, total 35 sources having saline water quality, while in year 2008 numbers get reduse upto 16 sources. This shows that groundwater get good recharge in monsoon, which reflect in water quality. Here map no 4.6 A and 4.6 B shows total desolved solods zonation in pre monsoon 2007 and post monsoon 2007 respectively. This also indicates that after monsoon, aquifers got high recharge which reflects through TDS range.

Table no 4.4 TDS range in monitoring well in pre monsoon season of 2007 and 2008 year

Category TDS range in ppm

No of sourcePre

monsoon, 07

Post monsoon,

07

Pre monsoon,

08

1 Excellent < 500 22 37 37

2 Good 500 to 1500 48 61 65

3 Moderate 1500 to 2000 16 12 14

4 Poor 2000 to 3000 23 12 9

5 Very poor >3000 12 2 7

No data 15 12 4

Total Sample 136 136 136

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Jakhau

Lala

SuthariDumara

Vinjhan

Kothara

Bhanada

Naliya

Rampar

Tera

Mothada

Bandiya

Jangdiya

Hothiyaa

Vayor

5 0 5 10 Kilometers

N

>3000 ppm TDS2000 to 3000 ppm TDS1500 to 2000 ppm TDS

<1500 ppm TDS

Taluka Categorization based on Total Desolved Solids (Pre Monsoon, 2007)

Taluka Boundry

Legend

A. Pre monsoon, 2007Map No. 4.6 A Total desolved solids zonation in Pre monsoon, 2007

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Mothada

BittaTera

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Naliya

Bhanada

Kothara

Vinjhan

DumaraSuthari

Lala

Jakhau

Legend

Taluka Boundry

Taluka Categorization based on Total Desolved Solids (Post Monsoon, 2007)

6 0 6 12 Kilometers

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<1500 ppm TDS

1500 to 2000 ppm TDS2000 to 3000 ppm TDS>3000 ppm TDS

Map No. 4.6 B Total desolved solids zonation in Post monsoon, 2007

Preparation of Guideline for Drinking Water Protection in Abdasa Taluka

Table No.4.5 Detail chemical analysis of monitoring well in Pre-monsoon 2007

Sr.No.

CODE Village Name TDS pHTotal Catio

n

T.A.as CaCO3 ppm

T.H.as CaCO3 ppm

Ca H as

CaCO3

Ca H as Ca

Mg Has

MgCO3 ppm

SO4--

ppm

CO3--

ppm

HCO3-

ppm

Cl- ppm

Ca++

ppm

Mg++

ppm

Na+ ppm

1 ACT 001 Aida 460.8 7.58 7.2 100 160 120 48 40 38.4 60 61.0 106.4 24 4.8 129.0

2 ACT 002 Akri Moti 1062.4 7.48 16.6 200 360 200 80 160 38.4 60 183.0 390.0 40 19.2 299.6

3 ACT 003 Amar 345.6 8.12 5.4 150 260 120 48 140 57.6 60 122.0 106.4 24 4.8 87.6

4 ACT 004 Arajanpar 1932.8 8 30.2 350 320 80 32 240 230.4 60 366.0 921.7 16 28.8 621.7

5 ACT 005 Arikhana 294.4 7.85 4.6 100 240 120 48 120 38.4 60 61.0 106.4 24 14.4 51.0

6 ACT 006 Ashapar 339.2 7.98 5.3 150 240 120 48 120 0.0 60 122.0 70.9 24 14.4 67.1

7 ACT 007 Bakali Vandh 1478.4 7.84 23.1 300 200 80 32 120 192.0 120 244.0 496.3 16 14.4 485.7

8 ACT 008 Balachod Nani 742.4 7.4 11.6 250 360 120 48 240 76.8 60 244.0 141.8 24 14.4 212.0

9 ACT 009 Balapar 9152 7.72 143 100 5160 1840 736 3320 307.2 120 0.0 5530 368398.

42113

10 ACT 010 Bandiya 1196.8 7.42 18.7 200 400 200 80 200 0.0 60 183.0 460.9 40 24.0 338.8

11 ACT 011 Bara 1523.2 7.52 23.8 200 360 160 64 200 153.6 60 183.0 531.8 32 24.0 465.3

12 ACT 012 Bela Vandh 2220.8 7.83 34.7 100 640 120 48 520 0.0 60 61.0 1205 24 62.4 652.5

13 ACT 013 Ber Moti 979.2 7.4 15.3 150 360 240 96 120 115.2 60 122.0 283.6 48 14.4 269.6

14 ACT 014 Ber Nani 640 7.64 10 150 360 200 80 160 230.4 60 122.0 106.3 40 19.2 147.8

15 ACT 015 Bera 780.8 7.83 12.2 150 280 160 64 120 153.6 60 122.0 212.7 32 14.4 216.6

16 ACT 016 Berachiya 780.8 7.65 12.2 150 280 120 48 160 192.0 120 61.0 141.8 24 19.2 216.7

17 ACT 017 Bhachunda 2790.4 8.16 43.6 300 280 40 16 240 192.0 120 244.0 992.6 8 28.8 939.1

18 ACT 018 Bhadra Vandh 524.8 7.33 8.2 100 280 160 64 120 38.4 120 0.0 212.7 32 14.4 124.6

19 ACT 019 Bhadu Vandh 825.6 7.22 12.9 150 200 120 48 80 115.2 120 61.0 283.6 24 9.6 251.0

20 ACT 020 Bhanada 1856 8.04 29 150 200 120 48 80 192.0 300 -122.0 709.0 24 9.6 621.3

21 ACT 021 Bharapar 908.8 7.54 14.2 100 440 240 96 200 115.2 60 61.0 390.0 48 24.0 226.1

22 ACT 022 Bhavanipar 1094.4 7.23 17.1 200 400 120 48 280 192.0 0.0 244.0 390.0 24 33.6 302.2

23 ACT 023 Bhedi (Pay) 2438.4 7.79 38.1 400 240 80 32 160 230.4 60 427.0 815.4 16 19.2 821.6

24 ACT 024 Bhimpar 2406.4 7.31 37.6 350 320 120 48 200 153.6 60 366.0 709.0 24 24.0 791.8

A.C.T.-Sahjeevan, 2007-2008 1


Sr.No.


n

T.A.as CaCO3 ppm

T.H.as CaCO3 ppm

Ca H as

CaCO3

Ca H as Ca

Mg Has

MgCO3 ppm

SO4--

ppm

CO3--

ppm

HCO3-

ppm

Cl- ppm

Ca++

ppm

Mg++

ppm

Na+ ppm

25 ACT 025 Biriari 1862.4 7.6 29.1 250 240 120 48 120 268.8 60 244.0 496.3 24 14.4 614.5

26 ACT 026 Bitta 768 7.73 12 200 240 120 48 120 76.8 60 183.0 248.2 24 14.4 221.2

27 ACT 027 Budiya 217.6 7.72 3.4 100 320 120 48 200 192.0 60 61.0 35.5 24 24.0 5.2

28 ACT 028 Butta (Abdawali 3353.6 7.16 52.4 150 680 280 112 400 268.8 60 122.0 1489 56 48.0 1050

29 ACT 029 Charopdi Nani 204.8 7.54 3.2 100 160 120 48 40 38.4 60 61.0 106.4 24 4.8 37.0

30 ACT 030 Chhachhi 1004.8 7.29 15.7 100 520 240 96 280 38.4 60 61.0 354.5 48 19.2 269.7

31 ACT 031 Chhadura 204.8 8.05 3.2 100 200 80 32 120 192.0 60 61.0 70.9 16 14.4 28.0

32 ACT 032 Chhasra 211.2 7.38 3.3 100 200 120 48 80 76.8 60 61.0 106.4 24 9.6 30.2

33 ACT 033 Chiyasar 3232 7.7 50.5 450 1120 360 144 760 345.6 60 488.0 1099 72 91.2 906.3

34 ACT 034 Daban 1465.6 7.7 22.9 750 200 80 32 120 230.4 120 793.0 283.6 16 14.4 481.1

35 ACT 035 Dadamapar 2624 7.38 41 350 360 120 48 240 384.0 60 366.0 744.5 24 28.8 861.0

36 ACT 036 Daha 832 7.68 13 250 320 120 48 200 115.2 120 183.0 177.3 24 24.0 226.0

37 ACT 037 Darad Vandh 556.8 7.5 8.7 100 360 160 64 200 153.6 60 61.0 177.3 32 24.0 118.0

38 ACT 038 DhanaVara Vada 1849.6 7.68 28.9 450 200 80 32 120 307.2 120 427.0 567.2 16 14.4 619.1

39 ACT 040 Dhufi Nani 1222.4 7.44 19.1 350 480 240 96 240 76.8 60 366.0 390.0 48 28.8 329.7

40 ACT 041 Dhunvai 3916.8 8.29 61.2 200 320 120 48 200 307.2 60 183.0 1276 24 24.0 1335

41 ACT 042 Dumra 1555.2 7.46 24.3 200 320 200 80 120 76.8 60 183.0 496.3 40 14.4 485.7

42 ACT 043 Fulay Vandh 2412.8 7.38 37.7 350 280 160 64 120 230.4 60 366.0 744.5 32 14.4 803.1

43 ACT 044 Gadhvala Vada 1446.4 7.74 22.6 500 160 160 64 0 230.4 120 488.0 390.0 32 0.0 483.1

44 ACT 045 Golay 224 7.3 3.5 250 240 200 80 40 0.0 0.0 305.0 70.9 40 4.8 25.5

45 ACT 046 Goyla 3769.6 8 58.9 150 200 80 32 120 384.0 60 122.0 1631 16 14.4 1309

46 ACT 047 Hajapar 2003.2 7.44 31.3 250 440 160 64 280 307.2 60 244.0 779.9 32 33.6 619.6

47 ACT 049 Hingania 1030.4 7.23 16.1 100 320 200 80 120 38.4 60 61.0 319.1 40 14.4 297.1

48 ACT 050 Hothi Vandh 979.2 7.46 15.3 350 240 80 32 160 76.8 60 366.0 141.8 16 19.2 297.2

49 ACT 051 Hothiay 921.6 7.52 14.4 100 400 280 112 120 230.4 60 61.0 212.7 56 14.4 239.7

Sr. CODE Village Name TDS pH Total T.A.as T.H.as Ca H Ca Mg SO4- CO3 HCO Cl- Ca+ Mg+ Na+



No.Catio

nCaCO3 ppm

CaCO3 ppm

as CaCO3

H as Ca

Has MgCO3 ppm

- ppm

-- ppm

3-ppm

ppm+

ppm+

ppmppm

50 ACT 053 Jakhau 2636.8 7.83 41.2 200 240 120 48 120 230.4 60 183.0 1276 24 14.4 892.8

51 ACT 054 Jasapar 3142.4 7.33 49.1 250 880 560 224 320 230.4 60 244.0 1276 112 38.4 928.1

52 ACT 055 Kala Talav 326.4 7.74 5.1 150 200 80 32 120 76.8 60 122.0 106.4 16 14.4 71.7

53 ACT 056 Kalar Vandh 1158.4 7.67 18.1 150 400 80 32 320 153.6 300 -122.0 283.6 16 38.4 325.3

54 ACT 057 Kamand 486.4 7.43 7.6 100 120 80 32 40 38.4 120 0.0 177.3 16 4.8 147.4

55 ACT 058 Kanakpar 889.6 7.94 13.9 200 440 200 80 240 192.0 60 183.0 390.0 40 28.8 219.3

56 ACT 059 Kandhay 2348.8 8.94 36.7 400 240 0 0 240 76.8 180 305.0 673.6 0 28.8 789.6

57 ACT 060 Karodiya Mota 2412.8 7.33 37.7 250 320 200 80 120 192.0 120 183.0 1028 40 14.4 793.9

58 ACT 061 Ker Vandh 512 7.59 8 250 360 160 64 200 38.4 60 244.0 70.9 32 24.0 101.9

59 ACT 062 Khanay 1120 7.42 17.5 150 320 80 32 240 38.4 60 122.0 354.5 16 28.8 329.6

60 ACT 063 Kharua 1350.4 7.28 21.1 300 400 160 64 240 192.0 60 305.0 496.3 32 28.8 394.1

61 ACT 064 Khirsara (Vinjh 838.4 7.76 13.1 200 120 80 32 40 38.4 60 183.0 212.7 16 4.8 273.9

62 ACT 065 Khirsara(Kothar 2137.6 7.92 33.4 400 240 40 16 200 384.0 60 427.0 602.7 8 24.0 713.6

63 ACT 066 Khuado 2489.6 7.64 38.9 250 360 160 64 200 38.4 60 244.0 886.3 32 24.0 812.6

64 ACT 067 Kosa 2297.6 7.43 35.9 150 600 160 64 440 76.8 60 122.0 921.7 32 52.8 689.1

65 ACT 068 Kothara 2496 7.94 39 250 200 120 48 80 268.8 120 183.0 815.4 24 9.6 851.3

66 ACT 069 Kukadau 403.2 7.13 6.3 200 280 160 64 120 192.0 0.0 244.0 70.9 32 14.4 80.9

67 ACT 070 Kunathia 620.8 7.1 9.7 200 240 120 48 120 115.2 60 183.0 177.3 24 14.4 168.3

68 ACT 071 Lala 230.4 7.84 3.6 100 160 80 32 80 38.4 60 61.0 70.9 16 9.6 46.3

69 ACT 072 Lathedi 3046.4 7.75 47.6 300 320 160 64 160 115.2 60 305.0 1028 32 19.2 1022

70 ACT 073 Meman Vandh 1478.4 7.68 23.1 250 440 160 64 280 153.6 120 183.0 567.2 32 33.6 431.0

71 ACT 074 Miyani 364.8 7.86 5.7 200 200 80 32 120 115.2 60 183.0 70.9 16 14.4 85.5

72 ACT 075 Mokarshi Vandh 1862.4 8.12 29.1 300 400 80 32 320 268.8 60 305.0 709.0 16 38.4 578.3

73 ACT 076 Mothala 307.2 7.45 4.8 100 280 200 80 80 115.2 60 61.0 70.9 40 9.6 46.3

74 ACT 077 Nagor 2048 8.31 32 350 160 80 32 80 345.6 120 305.0 779.9 16 9.6 699.5Sr.No.


T.A.as CaCO

T.H.as CaCO

Ca H as

Ca H

Mg Has

SO4--

CO3--

HCO3-

Cl- ppm

Ca++

Mg++

Na+ ppm



n 3 ppm 3 ppmCaCO3

as Ca

MgCO3 ppm

ppm ppm ppm ppm ppm

75 ACT 078 Naliya 1958.4 7.69 30.6 250 200 80 32 120 230.4 120 183.0 779.9 16 14.4 658.2

76 ACT 079 Nanavada 1433.6 7.52 22.4 450 360 80 32 280 345.6 120 427.0 248.2 16 33.6 433.3

77 ACT 080 Nandhra Mota 1113.6 7.43 17.4 250 400 120 48 280 192.0 60 244.0 425.4 24 33.6 309.1

78 ACT 081 Nani Vandh 2611.2 8.14 40.8 350 160 120 48 40 268.8 120 305.0 815.4 24 4.8 901.8

79 ACT 082 Naranpar 1536 7.42 24 200 360 160 64 200 230.4 60 183.0 460.9 32 24.0 469.9

80 ACT 083 Naredi 1625.6 7.43 25.4 250 520 120 48 400 115.2 60 244.0 673.6 24 48.0 465.8

81 ACT 084 Navavas(Vandh) 6515.2 7.26 101.8 150 2280 1240 496 1040 307.2 60 122.0 3049 248124.

81821

82 ACT 085 Nodevandh 2201.6 7.63 34.4 450 200 120 48 80 230.4 60 488.0 815.4 24 9.6 745.5

83 ACT 086 Notiyar vandh 2860.8 7.62 44.7 300 1000 240 96 760 230.4 60 305.0 1383 48 91.2 800.5

84 ACT 087 Nundhatad 1356.8 7.59 21.2 100 400 160 64 240 115.2 60 61.0 567.2 32 28.8 396.4

85 ACT 088 Paiya 1766.4 8.09 27.6 400 160 120 48 40 460.8 120 366.0 602.7 24 4.8 598.2

86 ACT 089 Prajau 1664 8.1 26 350 160 160 64 0 268.8 120 305.0 567.2 32 0.0 561.3

87 ACT 090 Rampar Abda 1824 7.29 28.5 250 720 280 112 440 268.8 60 244.0 709.0 56 52.8 491.3

88 ACT 091 Rapar Gadhvali 3392 7.9 53 1050 280 120 48 160 153.6 180 1098 1205 24 19.2 1155

89 ACT 092 Rava 1926.4 7.82 30.1 200 560 120 48 440 230.4 60 183.0 709.0 24 52.8 564.9

90 ACT 093 Raydhanjar 1132.8 7.78 17.7 300 160 80 32 80 153.6 60 305.0 248.2 16 9.6 370.6

91 ACT 094 Reladiya Manjal 812.8 8.06 12.7 150 240 80 32 160 115.2 60 122.0 141.8 16 19.2 237.4

92 ACT 095 Sadhira Vandh 691.2 7.47 10.8 200 280 160 64 120 76.8 60 183.0 177.3 32 14.4 184.4

93 ACT 096 Samanda 1177.6 7.44 18.4 300 360 160 64 200 38.4 60 305.0 319.1 32 24.0 341.1

94 ACT 097 Sandhan 985.6 7.95 15.4 200 80 40 16 40 38.4 60 183.0 248.2 8 4.8 335.9

95 ACT 098 Sandhav 1388.8 7.85 21.7 300 240 80 32 160 0.0 60 305.0 354.5 16 19.2 444.4

96 ACT 099 Sanosara 2617.6 7.22 40.9 350 1080 320 128 760 115.2 60 366.0 992.6 64 91.2 694.7

97 ACT 100 Sanyara 326.4 7.52 5.1 150 240 120 48 120 38.4 60 122.0 35.5 24 14.4 62.5

98 ACT 101 Sarangvado 3315.2 7.05 51.8 200 1760 920 368 840 307.2 60 183.0 957.2 184100.

8789.5

99 ACT 102 Shiru Vandh 2233.6 7.3 34.9 200 760 400 160 360 268.8 60 183.0 815.4 80 43.2 629.2

Sr. CODE Village Name TDS pH Total T.A.as T.H.as Ca H Ca Mg SO4- CO3 HCO Cl- Ca+ Mg+ Na+



No.Catio

nCaCO3 ppm

CaCO3 ppm

as CaCO3

H as Ca

Has MgCO3 ppm

- ppm

-- ppm

3-ppm

ppm+

ppm+

ppmppm

100 ACT 103 Sindhodi Moti 211.2 7.76 3.3 100 160 80 32 80 76.8 120 0.0 70.9 16 9.6 39.4

101 ACT 104 Sindhodi Nani 3091.2 7.99 48.3 300 520 120 48 400 422.4 120 244.0 1418 24 48.0 992.5

102 ACT 105 Sudadhro Moti 1337.6 7.31 20.9 250 560 280 112 280 0.0 60 244.0 496.3 56 33.6 352.9

103 ACT 106 Sudadhro Nani 224 7.7 3.5 100 200 160 64 40 153.6 60 61.0 106.3 32 4.8 34.7

104 ACT 107 Sukhpar (Sayand 672 7.36 10.5 250 400 240 96 160 115.2 60 244.0 106.3 48 19.2 150.1

105 ACT 108 Suthari 320 7.7 5 100 160 120 48 40 76.8 300 -183.0 70.9 24 4.8 78.4

106 ACT 109 Tera 1017.6 8.5 15.9 250 160 80 32 80 115.2 120 183.0 248.2 16 9.6 329.2

107 ACT 110 Ukir 409.6 10.6 6.4 100 200 120 48 80 115.2 60 61.0 106.4 24 9.6 101.5

108 ACT 111 Vadapaddhar 1881.6 8.18 29.4 400 160 120 48 40 192.0 60 427.0 673.6 24 4.8 639.6

109 ACT 112 Vagapaddhar 1216 7.02 19 250 520 240 96 280 268.8 60 244.0 212.7 48 33.6 318.3

110 ACT 113 Valavari Vandh 1107.2 7.82 17.3 200 480 160 64 320 115.2 60 183.0 354.5 32 38.4 288.5

111 ACT 114 Valsra 288 7.02 4.5 150 160 120 48 40 38.4 60 122.0 106.4 24 4.8 66.9

112 ACT 115 Vamoti Moti 1088 7.73 17 450 280 80 32 200 76.8 60 488.0 248.2 16 24.0 327.2

113 ACT 116 Vamoti Nani 1472 7.82 23 350 360 120 48 240 76.8 120 305.0 425.4 24 28.8 447.0

114 ACT 117 Vandi Moti 2246.4 8.22 35.1 200 400 160 64 240 192.0 60 183.0 638.1 32 28.8 716.1

115 ACT 118 Vandi Nani 2412.8 7.12 37.7 100 960 440 176 520 230.4 60 61.0 1205 88 62.4 648.0

116 ACT 119 Vanku 582.4 7.74 9.1 200 80 80 32 0 192.0 60 183.0 212.7 16 0.0 190.9

117 ACT 120 Varadiya 2067.2 7.54 32.3 550 280 200 80 80 307.2 120 549.0 709.0 40 9.6 678.8

118 ACT 121 Vayor 1875.2 7.25 29.3 200 560 240 96 320 230.4 60 183.0 638.1 48 38.4 546.2

119 ACT 122 Vingaber 352 7.62 5.5 200 160 80 32 80 38.4 60 183.0 70.9 16 9.6 90.0

120 ACT 123 Vinjhan 755.2 7.3 11.8 300 240 80 32 160 115.2 60 305.0 248.2 16 19.2 216.7

121 ACT 124 Boha 3520 7.42 55 300 440 200 80 240 230.4 60 305.0 1595 40 28.8 1165

Table No.4.6 Detail chemical analysis of monitoring well in Post monsoon 2007



Sr. No.

CODE TDS pH ECTotal

Cation

T.A.as CaCO3

ppm

T.H.as CaCO3

ppm

Ca H.as

CaCO3

Ca H. as Ca

Mg H.as

MgCO3 ppm

CO3--

ppm

HCO3- ppm

Cl- ppm

SO4- ppm

Ca++ ppm

Mg++ ppm

Na+ ppm

1 ACT 001 410.0 7.2 0.64 6.41 100 160 120 48 40 60 61 100 24 4.8 111.02 ACT 002 530.0 7.2 0.83 8.28 100 260 160 48 100 60 122 190 40 19.2 108.03 ACT 003 160.0 7.6 0.25 2.50 100 200 80 32 120 60 61 71 8 4.8 39.04 ACT 004 1190.4 8.1 1.86 18.60 350 280 80 32 200 60 366 815 76.8 16 24.0 364.05 ACT 005 210.0 7.5 0.33 3.28 100 200 120 32 80 60 61 104 24 14.4 21.06 ACT 006 250.0 7.7 0.39 3.91 150 200 120 48 80 60 122 64 32 19.2 17.07 ACT 007 1280.0 7.7 2.00 20.00 300 200 80 48 120 120 183 350 24 9.6 414.08 ACT 008 540.0 7.6 0.84 8.44 250 320 80 32 240 60 244 121 32 14.4 130.09 ACT 009 6570.0 7.1 10.27 102.66 200 4400 1240 640 3160 120 61 4500 312 348.4 1344.010 ACT 010 900.0 7.7 1.41 14.06 200 360 200 96 160 60 122 432 32 24.0 241.011 ACT 011 1110.0 7.4 1.73 17.34 150 320 160 80 160 60 183 490 24 14.4 344.012 ACT 012 1490.0 7.6 2.33 23.28 150 540 120 64 420 60 61 812 32 56.4 392.013 ACT 013 710.0 7.2 1.11 11.09 150 360 240 80 120 60 122 250 40 14.4 182.014 ACT 014 520.0 7.8 0.81 8.13 150 360 200 64 160 60 183 90 32 19.2 114.015 ACT 015 430.0 7.6 0.67 6.72 150 240 160 80 80 60 183 150 40 14.4 81.016 ACT 016 520.0 7.5 0.81 8.13 150 280 120 64 160 120 61 131 24 19.2 123.017 ACT 017 2300.0 7.4 3.59 35.94 250 280 80 32 200 60 183 800 16 19.2 772.018 ACT 018 460.0 7.4 0.72 7.19 100 280 160 64 120 60 61 184 48 14.4 83.019 ACT 019 630.0 7.4 0.98 9.84 150 200 120 48 80 60 122 260 32 9.6 172.020 ACT 020 1640.0 7.5 2.56 25.63 100 200 120 64 80 120 61 680 24 9.6 544.021 ACT 021 480.0 8.3 0.75 7.50 100 360 120 80 240 60 61 390 32 19.2 99.022 ACT 022 320.0 7.7 0.50 5.00 100 200 120 48 80 60 244 340 24 24.0 42.023 ACT 023 1230.0 8.0 1.92 19.22 200 160 80 32 80 60 427 650 16 4.8 415.024 ACT 024 1960.0 7.6 3.06 30.63 250 240 120 48 120 60 366 670 24 24.0 631.025 ACT 025 1470.0 7.8 2.30 22.97 200 240 120 64 120 60 122 350 16 14.4 483.0

Sr. No.

CODE TDS pH ECTotal

Cation

T.A.as CaCO3

ppm

T.H.as CaCO3

ppm

Ca H.as

CaCO3

Ca H. as Ca

Mg H.as

MgCO3

CO3--

ppm

HCO3- ppm

Cl- ppm

SO4- ppm

Ca++ ppm

Mg++ ppm

Na+ ppm



ppm26 ACT 026 530.0 8.2 0.83 8.28 150 200 80 48 120 60 183 190 24 14.4 136.027 ACT 027 100.0 7.7 0.16 1.56 100 240 120 48 120 60 61 30 16 14.4 --28 ACT 028 2020.0 7.9 3.16 31.56 200 540 160 96 380 60 122 1120 48 24.0 625.029 ACT 029 140.0 7.7 0.22 2.19 100 200 120 32 80 60 61 70 24 4.8 14.030 ACT 030 330.0 7.5 0.52 5.16 100 360 120 48 240 60 61 210 48 19.2 27.031 ACT 031 150.0 8.0 0.23 2.34 100 200 80 16 120 60 61 65 16 14.4 8.032 ACT 032 160.0 7.4 0.25 2.50 100 200 120 32 80 60 61 70 24 9.6 12.033 ACT 033 1860.0 7.8 2.91 29.06 250 660 240 96 420 60 366 840 48 91.2 441.034 ACT 034 860.0 7.9 1.34 13.44 550 200 80 32 120 120 488 247 16 14.4 263.035 ACT 035 1440.0 7.7 2.25 22.50 250 280 120 48 160 60 366 687 24 24.0 445.036 ACT 036 520.0 7.4 0.81 8.13 200 320 120 32 200 120 122 149 12 14.4 146.037 ACT 037 130.0 8.0 0.20 2.03 100 360 160 64 200 60 61 137 32 24.0 --38 ACT 038 1380.0 8.1 2.16 21.56 350 200 80 32 120 120 366 470 16 14.4 450.039 ACT 039 90.0 7.7 0.14 1.41 100 120 80 16 40 0 61 35 8 4.8 14.040 ACT 040 680.0 7.7 1.06 10.63 250 320 200 80 120 60 366 220 40 24.0 153.041 ACT 041 2450.0 7.7 3.83 38.28 200 240 120 48 120 60 183 890 24 14.4 826.042 ACT 042 1110.0 7.6 1.73 17.34 200 280 160 64 120 60 183 350 40 9.6 335.043 ACT 043 2830.0 7.5 4.42 44.22 300 240 120 48 120 60 366 810 32 14.4 953.044 ACT 044 1360.0 7.9 2.13 21.25 450 160 120 64 40 120 488 350 40 9.6 425.045 ACT 045 130.0 7.9 0.20 2.03 200 240 160 64 80 0 305 71 32 4.8 1.046 ACT 046 2480.0 7.8 3.88 38.75 150 160 120 32 40 60 122 1260 16 9.6 855.047 ACT 047 992.0 7.5 1.55 15.50 400 400 200 80 200 60 427 709 115.2 40 24.0 265.248 ACT 048 230.0 7.3 0.36 3.59 200 240 120 64 120 60 244 140 24 24.0 10.049 ACT 049 520.0 7.1 0.81 8.13 100 320 160 48 160 60 61 150 32 14.4 123.050 ACT 050 600.0 8.4 0.94 9.38 300 240 80 32 160 60 366 120 16 14.4 170.051 ACT 051 970.0 8.0 1.52 15.16 100 320 200 96 120 60 61 180 48 9.6 275.0

Sr. No.

CODE TDS pH ECTotal

Cation

T.A.as CaCO3

ppm

T.H.as CaCO3

ppm

Ca H.as

CaCO3

Ca H. as Ca

Mg H.as

MgCO3 ppm

CO3--

ppm

HCO3- ppm

Cl- ppm

SO4- ppm

Ca++ ppm

Mg++ ppm

Na+ ppm



52 ACT 052 220.0 6.9 0.34 3.44 100 80 80 16 0 0 61 70 16 4.8 52.053 ACT 053 2060.0 7.7 3.22 32.19 200 240 120 48 120 60 122 980 16 14.4 695.054 ACT 054 2430.0 7.1 3.80 37.97 200 640 440 176 200 120 183 940 96 24.0 718.055 ACT 055 230.0 7.9 0.36 3.59 150 200 80 32 120 60 61 70 16 14.4 37.056 ACT 056 576.0 8.1 0.9 9.00 600 240 80 32 160 60 671 71 38.4 16 19.2 152.357 ACT 057 250.0 7.8 0.39 3.91 100 120 80 32 40 120 61 140 16 4.8 62.058 ACT 058 780.0 8.0 1.22 12.19 200 440 200 80 240 60 183 350 40 28.8 180.059 ACT 059 1220.0 7.3 1.91 19.06 200 240 80 32 160 180 244 540 16 28.8 366.060 ACT 060 1400.0 7.8 2.19 21.88 150 320 160 80 160 120 122 780 40 14.4 430.061 ACT 061 540.0 8.5 0.84 8.44 200 360 160 64 200 60 183 71 32 24.0 112.062 ACT 062 790.0 8.1 1.23 12.34 150 320 80 32 240 60 122 310 16 28.8 211.063 ACT 063 1300.0 7.5 2.03 20.31 250 400 160 64 240 60 183 400 32 14.4 403.064 ACT 064 420.0 7.5 0.66 6.56 100 120 80 32 40 60 122 187 16 4.8 123.065 ACT 065 1350.4 8.0 2.11 21.10 500 120 80 32 40 60 549 603 76.8 16 4.8 457.966 ACT 066 1730.0 7.5 2.70 27.03 200 360 160 64 200 60 244 770 32 14.4 558.067 ACT 067 2410.0 7.6 3.77 37.66 200 600 160 64 440 60 122 1020 24 44.4 755.068 ACT 068 1760.0 8.1 2.75 27.50 250 200 120 48 80 120 183 790 24 9.6 587.069 ACT 069 310.0 7.9 0.48 4.84 200 280 160 64 120 60 183 71 32 14.4 47.070 ACT 070 430.0 7.5 0.67 6.72 150 240 120 48 120 60 122 177 24 14.4 100.071 ACT 071 130.0 7.8 0.20 2.03 100 160 80 32 80 60 61 71 24 9.6 1.072 ACT 072 1980.0 7.7 3.09 30.94 200 320 160 64 160 60 183 690 32 19.2 639.073 ACT 073 890.0 7.9 1.39 13.91 200 440 160 64 280 120 183 440 24 33.6 229.074 ACT 074 370.0 7.7 0.58 5.78 200 200 80 32 120 60 122 71 16 14.4 87.075 ACT 075 1580.0 8.2 2.47 24.69 250 400 80 32 320 60 305 645 16 28.8 495.076 ACT 076 170.0 7.4 0.27 2.66 100 280 200 80 80 60 61 71 32 9.6 6.077 ACT 077 1590.0 8.2 2.48 24.84 300 160 80 32 80 120 244 680 16 9.6 535.0

Sr. No.

CODE TDS pH ECTotal

Cation

T.A.as CaCO3

ppm

T.H.as CaCO3

ppm

Ca H.as

CaCO3

Ca H. as Ca

Mg H.as

MgCO3 ppm

CO3--

ppm

HCO3- ppm

Cl- ppm

SO4- ppm

Ca++ ppm

Mg++ ppm

Na+ ppm

78 ACT 078 1460.0 8.3 2.28 22.81 250 200 80 32 120 60 183 645 16 14.4 479.0



79 ACT 079 1090.0 7.8 1.70 17.03 350 360 80 32 280 120 366 230 8 28.8 328.080 ACT 080 sample not taken81 ACT 081 1420.0 7.8 2.22 22.19 250 160 120 48 40 120 305 815 24 4.8 474.082 ACT 082 1120.0 7.3 1.75 17.50 200 320 160 64 160 60 183 420 32 24.0 320.083 ACT 083 1350.0 7.8 2.11 21.09 200 440 120 48 320 60 244 570 24 48.0 367.084 ACT 084 2450.0 7.0 3.83 38.28 100 1220 840 328 380 60 122 1530 120 96.4 560.085 ACT 085a 1390.0 8.1 2.17 21.72 200 360 160 96 200 120 183 680 48 14.4 417.086 ACT 085b 1420.0 8.6 2.22 22.19 250 320 200 48 120 60 122 570 32 9.4 456.087 ACT 086 2900.0 7.5 4.53 45.31 300 960 200 80 760 60 183 1110 48 80.2 835.088 ACT 087 1390.0 7.3 2.17 21.72 100 360 160 64 200 60 61 448 32 14.4 436.089 ACT 088 1216.0 8.2 1.9 19.00 400 200 120 48 80 60 427 638 38.4 24 9.6 391.390 ACT 089 1530.0 8.0 2.39 23.91 300 160 160 80 0 120 244 610 32 9.6 495.091 ACT 090 2070.0 7.4 3.23 32.34 300 640 280 96 360 60 244 749 54 48.0 591.092 ACT 091 sample not taken93 ACT 092 1620.0 7.1 2.53 25.31 200 480 120 32 360 60 183 640 24 48.0 464.094 ACT 093 480.0 7.6 0.75 7.50 200 120 80 32 40 60 122 180 16 4.8 145.095 ACT 094 510.0 7.4 0.80 7.97 240 280 120 48 160 60 244 141 40 4.8 102.096 ACT 095 350.0 7.3 0.55 5.47 200 280 160 48 120 60 61 150 32 14.4 62.097 ACT 096 800.0 7.7 1.25 12.50 300 280 160 64 120 60 61 248 32 24.0 205.098 ACT 097 650.0 7.7 1.02 10.16 200 80 40 16 40 60 61 181 8 4.8 215.099 ACT 098 1120.0 7.6 1.75 17.50 300 240 80 32 160 60 305 340 16 19.2 348.0

100 ACT 099 2230.0 7.1 3.48 34.84 350 1080 320 128 760 120 244 881 64 64.3 606.0101 ACT 100 280.0 7.5 0.44 4.38 150 200 120 48 80 60 61 70 24 4.8 64.0102 ACT 101 1800.0 7.4 2.81 28.13 200 1260 340 240 920 60 122 880 184 74.0 296.0103 ACT 102 560.0 8.1 0.88 8.75 240 160 120 48 40 60 244 106 24 4.8 105.0

Sr. No.

CODE TDS pH ECTotal

Cation

T.A.as CaCO3

ppm

T.H.as CaCO3

ppm

Ca H.as

CaCO3

Ca H. as Ca

Mg H.as

MgCO3 ppm

CO3--

ppm

HCO3- ppm

Cl- ppm

SO4- ppm

Ca++ ppm

Mg++ ppm

Na+ ppm

104 ACT 103 160.0 7.4 0.25 2.50 100 160 80 32 80 120 61 71 16 4.8 30.0105 ACT 104 3050.0 7.8 4.77 47.66 300 520 120 48 400 60 244 1180 24 48.0 978.0



106 ACT 105 890.0 7.3 1.39 13.91 250 560 280 112 280 60 244 281 32 24.0 238.0107 ACT 106 250.0 7.2 0.39 3.91 100 200 160 64 40 60 61 106 32 4.8 44.0108 ACT 107 380.0 7.4 0.59 5.94 250 400 240 96 160 60 122 70 32 19.2 64.0109 ACT 108 970.0 7.7 1.52 15.16 100 160 120 48 40 120 244 140 54 24.0 241.0110 ACT 109 610.0 8.2 0.95 9.53 250 160 80 32 80 60 183 140 16 9.6 183.0111 ACT 110 110.0 8.1 0.17 1.72 100 200 120 48 80 60 61 70 16 9.6 3.0112 ACT 111 820.0 7.4 1.28 12.81 400 160 120 48 40 60 122 360 16 4.8 267.0113 ACT 112 950.0 7.3 1.48 14.84 250 520 240 96 280 120 183 180 16 28.8 269.0114 ACT 113 700.0 7.7 1.09 10.94 200 480 160 64 320 60 122 340 16 24.0 188.0115 ACT 114 160.0 7.2 0.25 2.50 150 160 120 48 40 60 61 70 24 4.8 21.0116 ACT 115 740.0 8.1 1.16 11.56 450 280 80 32 200 60 244 210 24 24.0 193.0117 ACT 116 1020.0 7.7 1.59 15.94 350 360 120 48 240 120 305 425 24 28.8 285.0118 ACT 117 1460.0 7.5 2.28 22.81 200 400 160 64 240 60 183 480 24 24.0 452.0119 ACT 118 1040.0 8.0 1.63 16.25 100 960 440 176 520 60 61 660 32 28.4 283.0120 ACT 119 550.0 7.9 0.86 8.59 200 80 80 32 0 60 183 213 16 9.6 161.0121 ACT 120 1560.0 7.7 2.44 24.38 550 280 200 80 80 120 366 640 40 9.6 497.0122 ACT 121 1490.0 7.7 2.33 23.28 200 560 240 96 320 60 183 540 40 28.8 435.0123 ACT 122 320.0 7.4 0.50 5.00 200 160 80 32 80 60 183 71 16 9.6 78.0124 ACT 123 460.0 8.2 0.72 7.19 300 240 80 32 160 60 305 310 16 19.2 111.0125 ACT 124 sample not taken126 ACT 125 473.6 7.5 0.74 7.40 300 440 280 112 160 60 305 177 0 56 19.2 69.6127 ACT 126 870.4 7.7 1.36 13.60 250 240 200 80 40 60 244 567 38.4 40 4.8 257.8128 ACT 127 704.0 7.7 1.1 11.00 200 240 160 64 80 60 183 319 76.8 32 9.6 198.1

Table no 4.7 Detail chemical analysis of monitoring well in pre monsoon season, year 2008

Sr. No

Code pH EC TDSTotal

Cation

Total Alkalinit

y as CaCO3

Total Hardnes

s as CaCO3

CalciumMegnas

iumSodium

Sulphate

Carbo nate

Bi carbo nate

Cloride Floride

1 ACT1 7.7 0.70 450 7.03 200 260 40 55.2 9.9 172.8 30 152.5 265.9 0.52 ACT2 8.11 1.09 700 10.94 290 350 36 21.6 0.0 364.8 120 244.0 336.8 0



3 ACT3 Empty4 ACT4 8.6 2.25 1441 22.52 480 290 24 33.6 425.9 297.6 210 518.5 815.4 15 ACT5 7.55 0.40 256 4.00 260 250 16 146.4 0.0 326.4 240 152.5 159.5 06 ACT6 7.77 0.32 207 3.23 210 210 40 196.8 .-------. 268.8 150 152.5 159.5 17 ACT7 7.86 2.28 1460 22.81 570 240 28 196.8 115.3 249.6 150 518.5 691.3 18 ACT8 7.42 0.83 528 8.25 430 330 44 400.8 0.0 364.8 240 335.5 212.7 09 ACT9 7.02 9.51 6085 95.08 320 2850 380 98.4 1561.2 1257.6 270 0.0 5228.9 110 ACT10 7.67 1.57 1004 15.69 290 690 60 84.0 130.8 652.8 90 396.5 407.7 0.511 ACT11 7.99 1.66 1060 16.56 320 360 68 297.6 .-------. 364.8 180 274.5 602.7 112 ACT12 7.32 4.66 2980 46.56 410 1000 56 117.6 781.1 1008.0 150 366.0 1878.9 113 ACT13 7.4 1.14 727 11.36 270 330 64 261.6 313.0 345.6 90 244.0 443.1 114 ACT14 7.14 0.82 527 8.23 320 460 60 79.2 .-------. 451.2 210 305.0 88.6 1.515 ACT15 8.07 0.46 297 4.64 200 210 52 72.0 91.0 230.4 120 274.5 177.3 0.516 ACT16 7.37 0.78 497 7.77 280 260 28 28.8 91.2 288.0 90 457.5 390.0 1.517 ACT17 7.95 4.66 2980 46.56 470 370 28 50.4 942.1 432.0 210 488.0 1630.7 1.518 ACT18 7.9 0.83 531 8.30 450 360 32 45.6 66.6 432.0 120 579.5 177.3 019 ACT19 7.3 1.13 722 11.28 290 220 32 208.8 177.0 259.2 150 366.0 354.5 120 ACT20 7.94 2.95 1886 29.47 500 320 32 45.6 553.6 316.8 180 610.0 1045.8 .-------.21 ACT21 7.42 0.95 608 9.50 160 310 28 146.4 94.0 288.0 120 2470.5 478.6 022 ACT22 8.07 1.90 1213 18.95 330 580 64 129.6 113.9 528.0 300 427.0 709.0 123 ACT23 8.9 2.83 1814 28.34 530 220 28 74.4 477.1 259.2 240 427.0 815.4 2.524 ACT24 7.9 3.07 1966 30.72 720 470 28 55.2 568.5 432.0 210 671.0 957.2 225 ACT25 7.87 2.24 1431 22.36 400 230 16 14.4 468.3 144.0 210 366.0 691.3 226 ACT26 7.4 1.10 705 11.02 410 350 36 36.0 143.0 345.6 210 274.5 354.5 027 ACT27 8.2 0.30 193 3.02 180 110 16 367.2 .-------. 163.2 180 305.0 124.1 028 ACT28 7.16 3.38 2160 33.75 240 640 68 50.4 0.0 691.2 210 0.0 1152.1 129 ACT29 7.02 0.28 177 2.77 180 120 24 153.6 .-------. 134.4 240 0.0 159.5 130 ACT30 7.09 0.55 350 5.47 300 250 28 26.4 43.0 249.6 150 396.5 141.8 1

Sr. No

Code pH EC TDSTotal

Cation

Total Alkalinit

y as CaCO3

Total Hardnes

s as CaCO3

CalciumMegnas

iumSodium

Sulphate

Carbo nate

Bi carbo nate

Cl`oride

Floride

31 ACT31 7.86 0.29 183 2.86 130 110 8 124.8 30.0 115.2 210 0.0 301.3 1.532 ACT32 7.4 0.34 220 3.44 220 190 20 16.8 23.9 211.2 330 0.0 159.5 0.533 ACT33 7.82 2.99 1916 29.94 690 690 32 129.6 403.4 384.0 300 549.0 939.4 0.5



34 ACT34 7.67 1.52 974 15.22 900 420 12 189.6 .-------. 432.0 120 945.5 265.9 0.535 ACT35 7.94 3.48 2230 34.84 500 200 24 26.4 723.2 220.8 330 457.5 1063.5 2.536 ACT36 7.52 0.88 563 8.80 400 260 36 28.8 105.7 240.0 420 793.0 248.2 .-------.37 ACT37 8.21 1.34 855 13.36 190 410 56 55.2 137.1 412.8 90 0.0 673.6 .-------.38 ACT38 7.7 2.37 1517 23.70 640 240 20 244.8 53.0 316.8 150 762.5 762.2 239 ACT39 8.1 0.12 77 1.20 90 .--------. 12 31.2 45.9 19.2 150 0.0 124.1 040 ACT40 7.85 1.15 734 11.47 350 490 32 31.2 167.2 470.4 180 396.5 460.9 1.541 ACT41 8 3.70 2370 37.03 260 560 68 297.6 203.1 451.2 150 213.5 2481.5 242 ACT42 8.44 1.28 820 12.81 310 280 60 196.8 155.0 336.0 120 244.0 638.1 1.543 ACT43 7.94 2.35 1502 23.47 580 550 108 242.4 .-------. 556.8 150 457.5 1630.7 .-------.44 ACT44 8.03 1.42 907 14.17 860 140 84 369.6 479.0 249.6 270 671.0 514.0 0.545 ACT45 7.43 0.26 168 2.63 640 160 24 765.6 1434.0 201.6 270 2043.5 974.9 .-------.46 ACT46 7.42 2.13 1360 21.25 340 220 40 792.0 1075.0 220.8 120 854.0 1577.5 .-------.47 ACT47 7.4 1.70 1085 16.95 500 410 44 170.4 12.7 364.8 480 701.5 904.0 .-------.48 ACT48 7.31 0.53 337 5.27 400 230 36 472.8 .-------. 288.0 150 366.0 230.4 0.549 ACT49 7.77 1.40 897 14.02 150 540 60 669.6 .-------. 556.8 150 457.5 655.8 .-------.50 ACT50 7.32 0.99 631 9.86 580 280 24 609.6 969.0 278.4 210 427.0 159.5 2.551 ACT51 7.26 1.14 729 11.39 240 580 64 57.6 78.0 566.4 90 244.0 372.2 .-------.52 ACT52 7.34 0.46 295 4.61 270 250 24 0.0 78.4 105.6 150 274.5 177.3 .-------.53 ACT53 8.35 2.76 1765 27.58 380 420 24 28.8 551.5 374.4 180 152.5 177.3 154 ACT54 6.8 2.55 1631 25.48 510 880 108 93.6 282.5 864.0 300 183.0 1418.0 .-------.55 ACT55 7.87 0.33 211 3.30 300 150 20 225.6 379.0 144.0 330 488.0 1400.3 .-------.56 ACT56 7.32 1.04 666 10.41 520 420 36 124.8 .-------. 470.4 270 0.0 124.1 .-------.57 ACT57 7.4 0.33 210 3.28 320 150 36 64.8 90.0 192.0 240 610.0 354.5 .-------.58 ACT58 7.7 0.73 470 7.34 370 330 52 40.8 30.9 403.2 150 579.5 319.1 159 ACT59 7.47 1.81 1160 18.13 490 540 36 96.0 191.5 556.8 300 0.0 159.5 .-------.60 ACT60 7.82 1.48 950 14.84 640 490 40 264.0 210.0 489.6 300 91.5 301.3 261 ACT61 7.9 1.39 888 13.88 820 470 52 43.2 176.5 489.6 330 213.5 815.4 .-------.

Sr. No

Code pH EC TDSTotal

Cation

Total Alkalinit

y as CaCO3

Total Hardnes

s as CaCO3

CalciumMegnas

iumSodium

Sulphate

Carbo nate

Bi carbo nate

Cloride Floride

62 ACT62 7.44 1.40 895 13.98 500 550 72 177.6 103.0 528.0 180 579.5 797.6 163 ACT63 7.7 1.52 970 15.16 400 420 64 72.0 137.0 384.0 210 213.5 407.7 064 ACT64 7.97 0.59 380 5.94 390 160 36 112.8 121.0 163.2 540 274.5 673.6 1.5



65 ACT65 7.89 1.78 1140 17.81 640 150 40 122.4 129.1 .--------. 150 488.0 602.7 166 ACT66 7.9 2.13 1360 21.25 470 170 36 309.6 146.0 326.4 180 274.5 265.9 067 ACT67 7.34 5.78 3700 57.81 360 1760 200 86.4 934.1 1660.8 180 579.5 620.4 068 ACT68 7.82 2.72 1740 27.19 520 270 40 81.6 422.9 326.4 300 305.0 886.3 269 ACT69 7.53 0.37 236 3.69 380 194 36 216.0 370.0 282.2 240 213.5 2658.8 .-------.70 ACT70 7.32 0.76 489 7.64 530 290 52 0.0 115.9 316.8 120 640.5 195.0 071 ACT71 8.34 0.27 171 2.67 260 200 24 300.0 .-------. 230.4 270 0.0 159.5 0.572 ACT72 8.15 2.55 1630 25.47 550 200 20 148.8 277.6 .--------. 210 396.5 974.9 273 ACT73 7.85 1.65 1057 16.52 440 600 52 249.6 158.0 585.6 210 396.5 797.6 174 ACT74 7.74 0.67 431 6.73 330 180 32 199.2 263.0 220.8 330 0.0 248.2 .-------.75 ACT75 7.12 1.97 1262 19.72 560 430 36 160.8 103.9 .--------. 270 335.5 939.4 2.576 ACT76 7.77 0.26 169 2.64 314 150 56 0.0 .-------. 240.0 270 0.0 141.8 177 ACT77 7.95 2.11 1351 21.11 510 180 32 218.4 30.1 230.4 330 396.5 939.4 2.578 ACT78 7.77 1.96 1252 19.56 660 180 24 141.6 150.9 249.6 150 518.5 921.7 .-------.79 ACT79 8.36 1.40 894 13.97 650 210 24 26.4 243.1 230.4 210 640.5 460.9 2.580 ACT80 Sample not taken81 ACT81 8.13 3.72 2380 37.19 630 180 128 132.0 455.1 .--------. 90 640.5 1134.4 .-------.82 ACT82 7.44 2.28 1456 22.75 320 500 52 48.0 371.5 508.8 150 244.0 762.2 1.583 ACT83 7.32 1.82 1164 18.19 400 330 40 309.6 221.0 230.4 90 427.0 549.5 .-------.84 ACT84 6.84 4.88 3120 48.75 350 890 156 160.8 633.7 854.4 150 213.5 1719.3 .-------.85 ACT85 7.5 2.44 1563 24.42 630 150 20 436.8 298.0 182.4 240 488.0 620.4 286 ACT86 7.36 4.73 3030 47.34 370 1160 52 96.0 845.1 1171.2 180 274.5 1861.1 .-------.87 ACT87 7.3 2.04 1307 20.42 380 610 80 261.6 .-------. 662.4 270 213.5 709.0 .-------.88 ACT88 7.9 6.00 3840 60.00 570 640 60 273.6 786.6 633.6 180 396.5 2233.4 2.589 ACT89 8.62 2.29 1465 22.89 450 160 16 124.8 268.9 259.2 150 427.0 673.6 .-------.90 ACT90 7.12 3.31 2120 33.13 370 950 88 237.6 205.3 912.0 60 305.0 1169.9 .-------.91 ACT91 8.1 4.97 3180 49.69 430 410 36 420.0 296.4 393.6 210 244.0 1595.3 .-------.92 ACT92 7.62 2.55 1629 25.45 440 590 80 381.6 .-------. 537.6 180 213.5 850.8 1

Sr. No.

Code pH EC TDSTotal Catio

n

Total Alkalinit

y as CaCO3

Total Hardnes

s as CaCO3

CalciumMegnas

iumSodium

Sulphate

Carbo nate

Bi carbo nate

Cloride Floride

93 ACT93 7.67 1.12 714 11.16 410 260 44 40.8 127.8 316.8 60 427.0 283.6 .-------.94 ACT94 7.39 0.73 464 7.25 610 210 36 48.0 33.3 249.6 120 213.5 177.3 .-------.95 ACT95 7.64 0.36 228 3.56 240 140 36 376.8 .-------. 153.6 60 152.5 88.6 .-------.



96 ACT96 6.4 1.30 831 12.98 400 350 20 0.0 275.6 355.2 120 305.0 336.8 1.597 ACT97 8.24 1.05 672 10.50 260 50 8 50.4 135.7 86.4 120 244.0 336.8 298 ACT98 7.74 1.71 1095 17.11 460 340 40 254.4 140.0 364.8 150 488.0 514.0 .-------.99 ACT99 7.63 0.88 566 8.84 250 280 60 177.6 208.0 278.4 90 213.5 265.9 .-------.

100 ACT100 8.21 0.44 283 4.42 320 220 40 158.4 .-------. 163.2 120 183.0 53.2 1101 ACT101 6.67 3.56 2280 35.63 360 1570 200 96.0 405.4 1497.6 90 244.0 779.9 .-------.102 ACT102 7.37 1.05 670 10.47 510 110 20 0.0 217.8 134.4 150 457.5 248.2 .-------.103 ACT103 7.37 0.29 188 2.94 340 120 40 36.0 48.0 192.0 150 91.5 70.9 .-------.104 ACT104 7.1 2.33 1493 23.33 1620 150 24 0.0 508.9 259.2 270 1769.0 195.0 .-------.105 ACT105 7.53 1.73 1110 17.34 410 610 68 280.8 .-------. 614.4 90 305.0 531.8 .-------.106 ACT106 7.57 0.45 287 4.48 260 70 20 504.0 .-------. 134.4 90 213.5 248.2 0107 ACT107 7.77 0.76 484 7.56 240 540 72 31.2 31.3 652.8 150 305.0 0.0 .-------.108 ACT108 8.2 2.26 1446 22.59 500 250 36 19.2 441.5 316.8 90 549.0 1099.0 .-------.109 ACT109 8.3 0.68 432 6.75 420 100 28 0.0 123.1 192.0 60 457.5 230.4 1110 ACT110 7.39 0.32 204 3.19 300 150 40 0.0 27.3 249.6 60 152.5 177.3 .-------.111 ACT111 7.4 2.96 1897 29.64 400 590 72 129.6 350.5 662.4 90 335.5 1063.5 2112 ACT112 7.17 0.83 531 8.30 470 420 80 134.4 160.0 470.4 90 396.5 195.0 .-------.113 ACT113 7.9 1.73 1109 17.33 550 550 76 62.4 191.5 576.0 150 152.5 602.7 .-------.114 ACT114 7.69 0.74 471 7.36 450 270 68 0.0 91.1 297.6 90 396.5 106.4 1115 ACT115 7.57 1.20 768 12.00 530 290 28 50.4 147.2 297.6 120 610.0 283.6 1116 ACT116 7.53 1.40 896 14.00 430 400 48 33.6 202.4 384.0 120 427.0 354.5 0.5117 ACT117 8.02 2.21 1414 22.09 350 470 48 199.2 71.2 403.2 180 335.5 850.8 2.5118 ACT118 7.81 1.78 1137 17.77 260 530 72 26.4 275.2 460.8 30 274.5 638.1 0.5119 ACT119 7.43 0.88 561 8.77 400 130 40 0.0 155.6 211.2 30 427.0 212.7 .-------.120 ACT120 7.47 2.65 1697 26.52 700 260 36 26.4 517.9 172.8 60 762.5 709.0 1.5121 ACT121 7.03 1.97 1262 19.72 400 540 80 45.6 274.1 537.6 90 305.0 638.1 .-------.122 ACT122 8.12 0.98 624 9.75 320 180 32 21.6 146.1 .--------. 30 244.0 106.4 .-------.123 ACT123 8.16 0.63 405 6.33 310 230 32 86.4 57.0 297.6 60 305.0 177.3 .-------.

Sr. No.

Code pH EC TDSTotal

Cation

Total Alkalinit

y as CaCO3

Total Hardnes

s as CaCO3

CalciumMegnas

iumSodium

Sulphate

Carbo nate

Bi carbo nate

Cloride Floride

124 ACT124 7.74 0.67 426 6.66 290 150 36 158.4 191.0 192.0 30 213.5 195.0 .-------.125 ACT125 8.14 1.18 756 11.81 200 300 32 316.8 .-------. 288.0 120 152.5 354.5 .-------.126 ACT126 Empty



127 ACT127 7.52 1.49 951 14.86 474 250 24 16.8 282.0 268.8 90 427.0 443.1 .-------.128 ACT128 Empty129 ACT129 7.46 1.54 984 15.38 270 260 32 33.6 252.4 268.8 120 244.0 602.7 .-------.130 ACT130 8.67 1.00 640 10.00 130 180 32 2.4 188.6 211.2 30 122.0 425.4 1131 ACT131 8.2 0.24 152 2.38 190 150 20 38.4 42.0 201.6 90 152.5 106.4 .-------.132 ACT132 7.96 4.36 2790 43.59 110 370 52 40.8 864.7 412.8 90 61.0 1737.1 .-------.133 ACT133 7.71 1.60 1027 16.05 1150 490 88 0.0 267.9 556.8 30 152.5 709.0 .-------.134 ACT134 8.84 0.22 141 2.20 150 100 28 0.0 18.5 153.6 90 183.0 7373.6 .-------.135 ACT135 7.97 0.30 194 3.03 154 190 20 43.2 36.0 124.8 60 213.5 1683.9 0.5136 ACT136 7 10.0 6420 100.3 450 1780 200 48.0 1985.0 1776.0 600 335.5 1843.4 0



5. Status of Water Resources and general problems

5.1 Status of surface and groundwater

5.2 water resource utilization patternIrrigationDrinking waterIndustrial useOthers

5.3 water problem

5.4 water balance scenario



6. Drinking water development and emerging issues

6.1 Status of Drinking water

As discuss in preface the study has been divided into four phases, first phase was more focused on the village wise existing drinking water status in term of type of source, efficiency of source as well as its distribution and management systems. Besides this first phase has also categorized all the villages into five classes as per the severity and length of the drinking water problem from very bed category (most severe problem villages) to very good category (where very negligible problem and villages needs to revisit their management system).

All available drinking water sources of the Abadasa Taluka can broadly divided into two category as per their nature such as (01) Traditional Drinking Water Sources and (02) Advance Drinking Water Sources.

6.1.1 Traditional Drinking Water Sources

All sources those located in village; developed by village in old time with its own decentralized management system are categorized as traditional drinking water sources. Tank (Talab), Virda, shallow well, either alone or in combination with each other are main technologies includes in this category.

Tank (Talab): Most of the villages are using Tank as their drinking water source. Out of total surveyed villages 61 villages are till using these tanks as their source. The survey analysis clearly points that till 3 villages are totally dependent on this whereas for 54 villages these tanks are first dependent source for drinking water in drought and for 4 villages it is secondary dependent source during drought years. Wells: There are total 37 villages are using wells as their drinking water sources out of that 05 villages use as main source where as 22 villages use as piliminary dependency and 10 are useing as secondary dependecy source during drought years. In compare to surface water resource groundwater get influenced by rainwater after long period. Toal 33 villages have their water suuply form wells in aveage rainfall year out of these villages 6 villages in bad year did not find their supply from the wells.

Tank and Well / Virda: This is very popular traditional approach to develop drinking water source for village. In this system tank (sometimes river bed too) functions not only to supplying domestic water but also functions as recharge structure so that in critical time people can get water through well (Permanent structure) or virda (ditch excavation in submergence area during summer and/ or drought). The important aspect that attracts by this technology is the wisdom of people to find the solution for themselves bases on their thorough understanding of ecological and meteorologically harsh region. Besides development of such source management and use of water and source are also center of attraction of this system. This can be express through its seasonality analysis that strongly indicates its potential to provide drinking water even in three year drought. There are 66 villages are till dependent on these drinking water sources.

6.1.2 Advance Drinking water Sources

All drinking water supply systems developed based on groundwater resource with centralized distribution system through pipelines are included in this category. There are Regional Water



Supply Schemes (RWSS) and individual water supply schemes (IWSS) in Abadasa. As per record there are 130 villages have connected with through RWSS where as 26 have been connected through IWSS out of that 7 schemes are managed by the communities (Samaj Sanchalit). Except Community managed IWSS all other schemes have been managed by GWSSB.

6.2 Drinking water development

Drinking Water development by Government

RWSS development by GWSSB Individual Water Supply Schemes by GWSSB Tanker suuply Centralized Management System

Drinking Water Development by Non Governmental Organization

In collaboration with WASMO

Development of support system

Development of distribution systems

Pani thiye panjo Programme

Drought Proof drinking water scheme

Integrated approach of drinking water source development

Development

Management

Protection

Drinking Water Development by Sanghi

Local Community Managed Systems (Samaj Sanchalit Yojna)

Drinking Wate Development by Local People

Traditional Drinking water sources

Wells

Tank

Virda

6.3 Emerging Issue

6.3.1 Technical and Technological

6.3.2 Environmental- groundwater and quality

Major environmetal issue for the area is water quality and irretic rainfall. However these problems are not only affect Abadasa Taluka, but it is regional problem all over in Kachchh. As the study area is belongs to arid to semi arid region, it has irregular and irretic rainfall. Drought cycle is 2 years in total 5 years. So that drinking water source should have capacity to provide water for minimum two year. Other side temperature remains high in the area. So it increases evaporation. Many studies proven that total 2.25 m water collum get evaporated in



one year. So that if the source is surfacial than there should be water calculation in concern with evaporation rate. If we see groundwater quality, there is a problem of high fluoride content in drinking water. This can imerge helth problem. High TDS problem is already there, but it can solve by more groundwater recharge.

6.3.3 Social and Management

Water source developmet along with management system make any village independent. The study area is known for treaditional drinking water system which is well in talav. So many villages yet depend on such source. Some many villages having individual water supply system. But somewhere there is leck of management system. Due this source get degrade.

6.3.4 Policy aspects



7. Socio-Technical analysis of Abadasa taluka

7.1 Approach and methodology

Besides data collection, draft methodology for categorization of entire taluka, to identify case example villages, was prepared.

Based on consultations with resource persons and agencies five criteras have been considered for village wise categorization of taluka. These criteras are….1. Availability of surface and ground water2. Water Quality 3. Scale of groundwater exploitation4. Drinking water technology 5. Population density

Detail survey methodology as well as categorization method for each criteria is now fibalized and categorization done for entire taluka. Each criteria describe in detail here and categorization map also given with description.

Chart no. 2.1 shows the methodology for village selection for case studies. Here qualitative aspects yet not finalize.

Chart No. 7.1 Method for technical methodology for village selection

7.2 Analysis of each criterion

7.2.1 Categorization Based on Availability of Surface and Groundwater

Table no 7.1 shows bases of groundwater and surface water classes. Three folds classification for surface water and groundwater classes has been carried out for the categorization. So far the surface water is concern water use and numbers of strucrutes were main considerations for classification (Table No. 7.2 and Map No. 7.1). For surface water resource category village level survey carried out. (Annexure No. 2)

Table no 7.1 Groundwater and surface water resource based classes and rankGroundwater

(based on potential)Surface Water

Irrigation structure (based on size)

Domestic Structure (based on No of Structure

Detail Rank Detail Rank Detail RankDeep 3 Govt. Dam 3 > 15 structure 3Shallow 2 Village level

Storage2 6-15 structures 2

No GW 1 No structure 1 <5 Structures 1

For Irrigation use villages were classified as per size of structure and classes have been given as (01) Best category for medium and Minor irrigation structures


Table No. 7.2 Classes Based on Surface Water StructureDomestic

Water Use

Irrigation Water Use Analysis3 2 1 Rank Class

3 6 5 4 5-6 Best 2 5 4 3 4 Medium1 4 3 2 3-2 Low


mainly irrigaition department’s structure where they have provided canals for command areas; (02) Medium category for local irrigation structure not with canals but only gravity based irrigation restricted upto village only; and (03) Low Category villages where no irrigation structure esists in village.

For Domestic use villages were classified as per the numbers of structure exists in village where (01) Best category was assigned to villages where more than 15 numbers of domestic water structures exists in the village ; (02) Medium category was assigned to villages where numbers of water resource structure falls between 5 to 15; and (03) Low Category was assigned to village where numbers of structures is less than 5.

No Habitation

N

7 0 7 14 Kilometers

Legend

Class I (Low Potential)

Class III (Higeh Potential)Class II (Moderate Potential)

128

129179 127

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102

Map No. 7.1 Surface water resources base categorization of Abadasa TalukaWhile in case of groundwater avilbility as well as aquifer depth were considered as base (Map No. 7.2). Each village was classified as (01) Best Potential have deep groundwater; (02) Medium Potential those have shallow groundwater; and (03) Low Potential those do not have groundwater within their village.

Then each village categorized again based on overlapping of groundwater and surface water classess (Table No. 7.3 and Map No. 7.3). Table No. 7.4 shos

status of all villages of Abadasa taluka as per this categorization

Table No. 7.4 Analysis of Villages Based on Water ResourcesSurface Water Groundwater Entire Water Resources


Table No. 7.3 Synthesiation of Surface and Groundwater ClassessSurface Water Classes

Ground water Analysis3 (deep)

2 (Shallow)

1 (No GW)

Rank Class

3 Best 6 5 4 5-6 Best2 Medium 5 4 3 4 Medium1 Low 4 3 2 3-2 Low


Category No. of Villages Category No. of Villages Category

No. of Villages

Best Potential 11 Deep 43 Best 10Medium Potential 22 Shallow 60 Medium 48Low Potential 132 No 62 Low 107

128

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Class II (Shallow Ground Water)Class III (Deep Ground Water)

Class I (No Ground Water)

Legend

7 0 7 14 Kilometers

N

No Habitation

Map no. 7.2 Groundwater base categorization of Abadasa Taluka



128

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172176

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178 75

6968 72

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Class II (Moderate Potential)Class III (Higeh Potential)

Class I (Low Potential)

Legend

7 0 7 14 Kilometers

N

No Habitation

Map No. 7.3 Village Wise Total water resources Potential Categorization of Abadasa Taluka

7.2.2 Categorization Based on Water Quality

There is groundwater base monitoring system for abadasa taluka. This monitoring regularly carries out in pre and post monsoon including sampling. In each season, detail chemical analysis carries out. Water quality related data also collected from different agencies (Annexure No 4). Based on this water quality, entire taluka can categorize. For village categorization, TDS value in pre monsoon, 2007 considerd. Table no 7.5 shows classes done based on tds variation in groundwater in the season of pre monsoon, 2007. There are four categories which are good GW, Moderate GW, poor quality GW and Very poor quality GW. If tds is less than 1500 ppm, that village comes under good water quality zone, while tds grater than 3000 ppm, the village come under very low category zone. As per this category out of 165 villages, 101 villages fall in good groundwater zone, while in moderate, poor and very poor category no of village area 24, 24 and 16 respectively. Map no. 7.4 shows taluka categorization based on total desolved solids.


Table no. 7.5 Categorization based on groundwater quality

Category Detail based on TDS

No. of Villages

Good <1500 ppm 101Moderate 1500 to 2000 ppm 24Poor 2000 to 3000 ppm 24Very Poor >3000 ppm 16


128

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Village Classification basedon Groundwater Quality

Good Quality (<1500 TDS)

5 0 5 10 15 Kilometers

No Habitation Area

Moderate Quality (1500 to 2000 TDS)Bad Quality (2000 to 3000 TDS)Very Bad Quality (> 3000 TDS)

Note: This classification done based on groundwater quality of drinking water source

Map No. 7.4 Taluka Categorization based on Total desolved solids in groundwater

7.2.3 Categorization Based on Groundwater Exploitation

There is deep as well as shallow groundwater in abadasa taluka. This groundwater used for domestic as well as irrigation purpose. There is fast industrial development in the taluka, which also can use groundwater. So it also needs to focus this aspect in groundwater protection study. This aspect has been categorized based on water level fluctuation in same season of two years. Map no 7.5 shows status of groundwater exploitation in Abadasa taluka.

Groundwater level fluctuation analyzed based on pre monsoon data of year 2007 and 2008. The data belongs to monitoring network of Abadasa taluka. Where each year ACT carry out monitoring and sampling in pre monsoon and post monsoon seasons. Table no 7.6 shows details of category. Where there is depletion in water level, it consider in exploitation zone. Second category is low recharge zone where water levels raise upto 2 m. where water level rise more than 2 m, the source condiser in high recharge zone category.


Table no 7.6 groundwater exploitation Cateogry bsaed on water level changeCode Category Detail No. of

vilalges

1 Exploitation zonewater level change 0.1 to -2 m

60

2 Low recharge zonewater level change 0 to 2 m

95

3 High recharge zonewater level change > 2 m

10


Exploitation Zone( WL deplet 0 to -2 m)Low Recharge Zone (WL rise 0.1 to 2 m)

No Habitation Area

High Recharge Zone (WL rise > 2 m)

Village Classification basedon Groundwater Exploitation

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Map No. 7.5 Abadasa taluka categorization based on groundwater exploitaion

7.2.4 Categorization Based on Drinking Water Technology

Chart No. 7.2 Method for Drinking water technology base classification

Table no 7.7 Drinking Water technology based class and rankLocal Technology Advance TechnologyDetail Rank Detail Rank

Talav+well 3 IWSS Scheme 3Well 2 Rain water harvesting 2Talav 1 RWSS scheme 1

It is need to classify entire taluka as per drinking water technologies. There is traditional as well as advance technology in abadasa taluka. This taluka is known for tradition system for drinking water. This aspect can categories as per chart no 7.2 and table no 7.7. Here there are three categories. If village has only advance technology it gets low weight. If village depends only on tradoition system it consider as medium category, while combination of local and advance technology consider as good category. Talav, virda, well and combination of talav and well comes under traditional technology. In advance technology, government or individual pipeline system considered. Rainwater harvesting system also consider as advance technology. Entire taluka has categorized on this base. Map no 7.2 shows taluka categorization based on village wise drinking water technology.



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Best Combination of Technology

Village Classification basedon Local and Advance Technology

N

No Habitation Area

5 0 5 10 15 Kilometers

Moderate Combination of TechnologyLow Combination of Technology

Map No. 7.6 Village Wise drinking water technology base Categorization of Abadasa Taluka

7.2.5 Categorization Based on village population

Population density is also considerable aspect for selection of case study villages. Management system also depends on population density. Where population is large, various castes should be there. So water consumption as well as management system will be different from homogeneous and amall population villages. Here census of year 2001 is considerd for his classification. Here all villages categorized in four categories. Details of category and no of villages shows in table no 7.8. Map no 7.7 shows population density of Abadasa taluka.


Table no 7.8 : Population density base CategoryCategory Total village<250 43250 to 500 41500 to 1000 44>1000 19Source: District census 2001


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Population Density base classification of Abadasa Taluka ( Source: census 2001)

No data or No habitation

<250250 to 500500 to 1000>1000

9 0 9 18 Kilometers

N

Map No. 7.7 Population density base Village Wise Categorization of Abadasa Taluka

7.3 Final catergorization

Entire taluka has been categorized as per water resource availability, groundwater quality, groundwater exploitation and drinking water technology and population density. Based on these five categories, final categorization map prepared. For final category, village wise these all category merged and divided into four zone which are very bad, bad, moderate and good condition. There are total four zones as per socio-technical category. Table no 7.9 shows zonation details and respective no of villages. Map no 7.8 shows technical categorization of Abadasa taluka. Table no 7.10 A, B, C and D shows all four categary wise village list along with population density. With the help of this, case study village selection will be easy.


Table no. 7.9 Detail of final categorizationCategory Detail Total

villages1 Vary Bad 232 Bad 543 Moderate 534 Good 35

Total villages 165


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Vilalge wise Categorization of Abadasa Taluka

Very bad (23 Villages)

Bad (54 Villages)

Moderate (53 Villlages)

Good (35 Villages)

No habitation

8 0 8 16 Kilometers

N

Map No. 7.8 Technical aspect base Categorization of Abadasa Taluka

Table no. 7.10 A List of Villages belongs Very Bad Category Sr.No. Village Name Village Code Population 2001

1 Dhuvai 3 1092 Boha 4 2553 Bitiyari 15 1554 Chiyasar 18 5785 Dhana Vara Vada 26 9186 Nagor 46 4027 Bhoa 55 1248 Rapar Gadhvari 58 3589 Sindhodi Nani 62 13

10 Parajau 67 67111 Vamoti Nani 71 81112 Balapar 77 6713 Kanday 88 21714 Hajapar 99 63615 Navavas 126 16016 Pay 142 37817 Bhedi (Pay) 144 57318 Vayor 149 168019 Khirsara (Kothara) 151 132920 Mokhra 158 31921 Goyala 160 45622 Arjanpar 175 no data23 Limbdi Vandh 183 no data



Table no. 7.10 B List of Villages belongs Bad CategorySr. No. Village Name

Village Code

Population 2001

Sr. No.

Village NameVillage Code

Population 2001

1 Lathedi 2 654 28 Miyani 98 992 Karodiya Nana 5 227 29 Aida 103 6503 Khirsara (Vinjhan) 6 995 30 Charopadi Moti 106 4874 Karodiya Mota 10 716 31 Vagoth 107 3555 Daha 19 98 32 Kerwandh 108 8916 Gadhvada Vada 24 789 33 Kosha 110 3217 Nani Vandh 29 105 34 Ber Nani 122 3098 Node Vandh 30 282 35 Ber Moti 127 5159 Varadiya 35 2048 36 Golay 129 50710 Khuado 38 391 37 Ashapar 136 34211 Nanavada 41 396 38 Naliya 138 896812 Aamar Vandh 43 1030 39 Chhadura 139 44513 Fulay Vandh 47 85 40 Kothara 143 478814 Vadapaddhar 48 738 41 Nangiya 154 13915 Jasapar 50 303 42 Bara 155 47616 Kadoli 57 286 43 Fulay 159 25517 Dadamapar 61 176 44 Sarangvada 161 4218 Bela Vandh 63 46 45 Notiyar Vandh 165 6519 Lakhaniya 73 641 46 Ukir 168 37920 Balachod Moti 80 392 47 Ustiya 169 61321 Naredi 83 1508 48 Bandiya 172 82822 Samanda 86 168 49 Baivari Vandh 176 no data23 Budadhro 89 187 50 Bhara Vandh 182 no data24 Karamata 92 169 51 Jethmalpar 186 no data25 Kalar Vandh 94 162 52 Naranagar 190 46326 Budiya 95 274 53 Sadhira Vandh 191 no data27 Lala 97 957 54 Sodhacamp 192 no data

Table no. 7.10 C List of Villages belongs Moderate CategorySr. No. Village Name

Village Code

Population 2001

Sr. No.


Population 2001

1 Chhachhi 1 547 20 Balachod Nani 84 4962 Naranpar 9 463 21 Akari Moti 90 3603 Sarguara 14 277 22 Mohadi 93 5604 Kharua 21 289 23 Sukhpar (Sayand) 100 835 Rava 23 619 24 Charopadi Nani 101 446 Vanku 33 1194 25 Laiyari 104 5347 Siruwandh 37 194 26 Chhasara 105 2478 Sukhpar(bara) 51 153 27 Kamand 117 949 Nandra Nana 52 104 28 Jakhau 119 407610 Sanosara 56 576 29 Thumbadi 121 9711 Vingaber 64 319 30 Darad Vandh 123 8412 Kukdau 65 336 31 Bhadu Vandh 125 12513 Sindhodi Moti 66 765 32 Hothiyay 128 27214 Khanay 68 521 33 Valasara 130 52215 Pat 69 115 34 Gudthar 132 9316 Daban 72 188 35 Bhadra Vandh 140 42417 Tera 75 2627 36 Sandhav 141 577



18 Hingariya 81 381 37 Bhanada 147 256819 Bhimpar 82 90 38 Bhachunda 150 50139 Sujapar 152 646 47 Bandho 178 no data40 Butta 153 758 48 Bhagodi Vandh 179 no data41 Jangadiya 157 666 49 Rohro 180 no data42 Vaghapaddhar 162 643 50 Madra Vandh 181 no data43 Vadasar 163 204 51 Jat Vandh 185 no data44 Rampar 164 1271 52 Pethapar(s.camp) 188 no data45 Meman Vandh 167 132 53 Valavari Vandh 193 no data46 Trambo 170 284

Table no. 7.10 D List of Villages belongs Good CategorySr. No.


Population 2001

1 Varandi Moti 7 3222 Dumara 8 25233 Reladiya Manjal 11 8544 Bhavanipar 12 7335 Berachiya 13 1436 Bitta 16 11497 Mothada 17 34438 Raydhanjar 20 7819 Nundhatad 22 1407

10 Kanakpur 25 54711 Suthri 28 199712 Sanyra 31 63813 Arikhana 32 70114 Sandhan 34 154815 Hadapar 36 18616 Vinjhan 39 232317 Varandi Nani 44 3318 Dhufi Nani 45 47219 Dhufi Moti 74 50420 Hamirpar 76 24121 Bharapar 78 24322 Vamoti Moti 85 81123 Bera 118 34724 Hothi Vandh 131 19625 Suddhro Moti 134 96226 Suddhro Nani 135 29527 Mokarsi Vandh 137 48028 Kunathiya 145 33429 Kalatalav 146 59130 Kuvapaddhar 171 52631 Raydhanpar 174 49832 Bakali Vandh 177 no data33 Haripar 184 no data34 Kankavati 187 no data35 Pithoranagar (Hirapar) 189 no data



8. Drinking water protection strategies/guideline

8.1 Approach

Case Village Selection

With the help of technical categorization, entire taluka has been devided into four zones. This categorization discussed with NGO’s working in Abadsa taluka. As per this list and population density different types of 22 villages has been selected. Here work experience, social aspects, village level institution, panchayat streangth considerd for village selection.

Workshop

Workshop will organize at two levels for different objectives. First of all method adopted for taluka categorization and according findings will share with local working NGO’s and panchayat and pani samiaati from selected case villages. The objective of this workshop will be participation of different level institution in framing up of guideline. Another workshop will organize with national level experts to frame technical methodology for detail study and guideline preparation.

8.2 Case study

To frame drinking water preotection guideline, total 22 villages have been selected for detail study. These villages are different in drinking water system, geology, water resource potential, institution, source management, social streanght etc. Table no 8.1 shows selected village list. Annexure no. 5 shows village wise details based on technical categorization.

Table no. 8.1 List of case study villages Sr No. Village Name Category

1 Vayor Very Bad2 Rapar Gadhvali Very Bad3 Pay Very Bad4 Nagor Very Bad5 Mokhra Very Bad6 Dhuvai Very Bad7 Khuado Bad8 Balachod Moti Bad9 Nanavada Bad

10 Ber moti Bad11 Lakhaniya Bad12 Naliya Bad13 Daban Moderate14 Hingariya Moderate15 Naranpar Moderate16 Sujapar Moderate17 Jakhau Moderate18 Berachiya Good19 Kanakpar Good20 Kalatalav Good21 Raydhanjar Good22 Suthari Good

8.2.1 General Information



• History• Population• Socio-Economic Profile• Amenities• Drinking water facility and management

8.2.2 Local Drinking water system

• Type of Source• Sustainability of Source• Water Inflow area• Management system• Geohrodological aspects

Aquifer Properties

To identify aquifer properties pump test carry out on selected well which represent all four aquifer available in Abadasa taluaka. With the help of pump test, porosity, permeability, specific yield, recupation time can be measure for aquifer. This can help to identify zone of influence as well as aquifer boundry. For this activity, recconance survy carry out to finalize well location. For well identification different criteria like well details, well condition, pumping device, geology and physiographic chareater, farmer view etc surveyed. This survey carried out in 11 villages. Annexure no 6 shows survey data for pump test. However pump test carried out in frour villages having different aquifer. Table no 8.2 shows details of well selected for pumptrest.

Table no. 8.2 Details of pump testSr. No.

Village Aquifer Total Depth

m

Water level

m

Engine capacity

Pumping cycle

Recupation cycle

Total Cycle

1 Nani Ber Alluvium 8.4 5.90 10 HP 2.30 hr. 2.40 hr.5.10 hr.

2Mokarshiwandh

Sandstone 11.20 9.53 8 HP 2.40 hr. 4.20 hr. 7 hr.

3 Bhimapr Laterite 16.10 5.78 10 HP 3.30 hr. 4 hr.7.30 hr.

4 KandayWeatherd Basalt

15.24 10.88 12 HP 3.40 hr. 4.50 hr.8.30 hr.

Water quality• Water Balance• Suggested Protection Guideline

8.2.3 Suggested Protection Strategies

8.3 Drinking Water Protection Guideline



Annexure: 1 Consulation Report

Since the study was in intial stage during this period, entire focus of consulation is on detailing of approach and methodology for categorization and identification of case villages. Following Table No. 1.1 shows list of individuals and organizations consulted

Table No. 1.1 List of Resource Person and Institution Consulted for InputsSr.No.

Resource Person Designation Institutions

1 Dr. R. Parthasarathy Director Gujarat Institute of Development Research, Ahemadabad

2 Dr. Jharana Pathak Research Assossiate Gujarat Institute of Development Research, Ahemadabad

3. Dr. K. C. Tiwari Professor, Geohydrology Department of Geology, Shri M.S. University of Baroda, Vadodara

4. Mr.. I.K. Chhabara Unit Manager CSMU, Bhuj, WASMO5. Ms. Lata Sachade Coordinator Panchayat Knowledge Center, KMVS.

Bhuj

Consultation with Dr.R. Parthasaryhy: Dr. R. Parthasarthy is director of GIDR. They have carried out so many studies related to our study. So that view from this team is very useful for our study. Meeting with Dr. parthasarthy was organized on 30th august, 2007 at GIDR. Ahemadabad. Dr. Parthasarthy, Dr. Zarana Pathak(GIDR), Dr. Yogesh Jadeja (ACT) and Sezina Bhimani (ACT) participated in this meeting. In this meeting Dr. Yogesh Jadeja explained concept of the study. In this meeting, discussion held on drinking water policy and guideline. There was suggestion to collect data regarding this. They also have strength to prepare guideline. For this entire study, Dr. Parthasarthy and Dr. Zarana Pathak will support us. Dr. Zarana Pathak will visit kachchh-Abdasa taluka in this month.

Second visit was organized on 17th January, 2008. Purpose of the consulation visit was to finalize socai and management criteria for Abadasa taluka categorization, which is one of five category of taluka classification. Dr. Yogesh Jadeja (ACT) and Sezina Bhimani (ACT) participated in this consultation meeting with Dr.R. Parthasarthy. There were some strong view from him for social and management categoriazation, which are as under.

• For management aspect, village should survey as per all institutional framework working with water sector. Here panchayat, pani samiti, GWSSB, WASMO, private and non government organization should consider. Taluka can categorize as per government institution, individual institution and private institution.

• Other aspect should be size of village as per total household and population. Where population is high there may be various castes.

• Population density can divide into three major categories. Then two to three village select which have average population.

• House hold sample survey can do in selected village for more detailing.

Consultation with Ms. Lata Sachade: Ms. Lata Sachde is belonging to panchayat knowledge center-Kutch mahila vikas sangtahn, Bhuj. She is working with panchayat regarding legel aspect for their strengthening. She is expert in panchayat acts and practical implementation. Meeting with her was aimed to know about panchayat structure and get ideas for drinking water protection guideline. It was mainly focused on social as well as management aspects. This meeting was organized on 6th October, 2007, in which Lataben and Sezina Bhimani (ACT) were participated. Following are the point suggested by her.



Panchayat is responsible for basi amenities like water, education and health and for these there is provison to form independent samiti.

Main responsibility fo panchayat is social and economical evaluation of village as per panchayat act 82.

Each samiti should meet afte three month intervals.

Villagers can pass any resolution to protect their water source.

Panchayat and then Pani Samiti registerd under panchayat should be othorised to implement rules and regulations.

There should be any confusion about pani samiti. Pani samiti which form by Panchayat should be responsible in this activity.

Panchayat can final any activity and manage financial part and villagers with panchayat can pass resolution. They also can implement.

Sarpanch can call villagers meeting any time.

Panchayat should take water tax from village.

Panchayat should this authority in written way.

If anybody wants to interact in drinking water protection area, they have to take permission from Panchyat and Villagers and they will pass resolution for relative activity.

If the drinking water source not in revenue area, than panchayat should get authority also for that area.

There should be one techno-social team who maintain whole drinking water system.

There should be independence to prepare water related plan at village level.

Women’s participation should be there in management committee.

If village has their own independent drinking water system, then they should get water from water supply board. But they should get financial as well as technical support from that board.

Consultation with Mr. I K Chhabada: Mr. I K Chhabada is belonging to Water and Sanitaiton management Organisation, Bhuj. He is Unit manager in Wasmo-bhuj. Wasmo is working in rural area of Kachchh for drinking water security at village level. Following are the point suggested by him. Technical guideline and management aspects were main theme of this meeting. The meeting was organized on 9th October, 2007 at WASMO-Bhuj office. Mr. I K Chhabada (WASMO), Mr. Jayantilal Gorsiya (ACT) and Ms. Sazina Bhimani (ACT) were participate din this meeting. His suggestion was hard core technical and as following.

About legal structure for the protection of drinking water sources, all the rights should belongs to Pani Samiti.

All the rules and regulation for source protection should be written on board nearer to source.

The sensitive area of the source should declare as water restricted area by Panchayat or Pani samiti or Gram Sabha.

Responsible unit can aware villagers by organizing water celebration day. If the drinking water source based on surface storage,

- Catchment of the structure should be clean.- Whatever effective catchment related to structure should be demarcated.- No any other sources develop in demarcated area.- There should not be any interaction in the catchment which affect the source.



- Each source should be managed as per hygienic point of view. If the drinking water source baded on ground water,

- Aquifer boundary for the source should be demarcated.- No any other sources develop in aquifer demarcated area.- There should not be any interaction in aquifer demarcated area.- Zone of recharging for the source should be demarcated and it should not be

disturb.- There should not be pollution in source.

Consultation with Dr. Zarna Pathak: Dr. Zarana Pathak is belonging to Gujarat Institute Development and Research and has experience with dealing various programs also regarding water. She has deal social and management aspects in various projects. So for this study, one of the five criteria for taluka categorizato social and management aspect discussed with her. Consultation meeting was held on 17th January, 2008 at GIDR, Ahemadabad, where Dr. Yogesh Jadeja and Ms. SezinaBhimani have participated. Following are suggestion given by her.

• Human population consider for primary categorization of taluka.• Along with population, caste variation should analyze, because some caste have specific

water management system traditionalally. • There is industrialization going fast in study area. So that at village level classification,

industrial aspect should cover.• Water releted service commeette and institution should survey for management

categorization.• Finanace aspect at village level for drinking water management is considerable aspect.

For technical aspect, it is sufficient. While various villages for case study can identify within two to three criteria, because these all five criteria are interlinked. But with all these five criteria, categorization will be more pricise.

Consultation with Dr. K.C.Tiwari: Dr. K.C. Tiwari is belonging to Maharaj Sayajiro University, Vadodara. He is a professor in geology and expert in hydrogeology. Hydroelogy is core part of this study. Consultaion was held with him for overall discussion of the study. Regarding this following are suggestion points.

• Whole the management and protection should be take care by village level panchayat and belonging pani samiti. Whatever the developmet regarding water in the village should be done with committee’s permission. If any activity in process which can affect their source than commeette should take action to stop it.

• There should policy to control over utilization of groundwater. User also should be restricted under some laws.

• Policy should evaluate to control agriculture and other users who tapping groundwater from same aquifer, which is belongs to drinking water source.

• There should be awareness regading protection aspects of drinking water and also about this study.

• If this guideline followed by panchayat than it can locally applicable. This is most efficicent way to protect drinking water source.

Consultation with Village Panchayat: For drinking water protection guideline primary level consultation was started with local panchayat of Abadasa Taluka. In this consultaion sarpanch, panchayat member and pani samiti were participated. This consultaoin will be usefull in



guideline framework. In future, consultation will organize with other area’s panchayat, legal experts and government also. In primary phase total eight panchayat were consulted, which has management system for own drinking water sources. These villages are Naliya, Ukir, Dadamapar, Valavari Wandh, Gadhvada, Karamata, Nanavada and Vada Padhdhar. In this survey, following details covered.

• Drinking water source type and supply scheme

• Water quality and water quantity

• Management commeette

• Laws for new houldhold connection

• System of water tax

• Utilization pattern of collected money by tax and other financial arrangement

• Water supply arrangement

• Management of drinking water source as per water quality, quantity and sanitation

• Protection measures for the source

• Suggestions for protection measures

• Threaten aspect for the source

With the help of this exercise following suggestion have been summarize.

• There should be charge for new household connection, which may be 500 to 1000 rs. Per house.

• Tap connection charge should be between 15 to 35 Rs. Per month.• Per capita charge should be from 1 Rs. To 5 Rs.• Water tax must compulsory. If any family does not pay tax, then pani samiti can stop or cut

the connection.• There should be awareness activity to control water utilization. If anybody misuse or

overuse water, than have to pay find.• There should laws to maintain sanitation.• These should be any groundwater base source development in some marked area from

drinking water well or borewell. There should be any legal framework to control this.• Pani samiti should get othority to protect and manage the drinking water source.• Whatever fund rises by find and tax, there should have proper finanace management and

utilization for source management and other activity related to drinking water.



Annexure: 2 Water Quality Monitoring data from WASMO

Water Quality Analysis: Impact of WRM Structures, post monsoon 2005(WASMO,Bhuj)

Sr no.

VillageStructure Type

Distant From Site

Source

Type Depth

Static Water level

Turbi-dity NTU

TDS

Total hardness

(As Caco2)mg/l

Ca++ mg/l

Mg++

mg/l

Cl- mg/l

SO4- mg/l

Fl- mg/l

Opinion

1 PARJAU IWSS 38 mtr. Bore 350' 58 m Nill 1568 24 5 3 508 157 6.59 Unfit2 Sindhoni(moti) RWSS 4 km Bore 300' 100m Nill 1548 376 62 53 572 90 4.84 Unfit

3 Moti varandi IWSS680mtr. Bore 150'

80Nill 2692 620 154 57 1140 270 2.35 Unfit

4 Rayandhanjar RWSS 50mtr. Open Well 54' 10' Nill 1872 424 56 68 748 174 5.09 Unfit5 Rayandhanjar IWSS 2km Open Well 55' 10' Nill 1464 536 98 70 432 184 2.51 Unfit

6Khirasara(Piaya) RWSS 30mtr Bore 410' 190' Nill 1424 132 26 16 468 90 8.05 Unfit

Water Quality Analysis: Impact of WRM Structures, post monsoon 2006(WASMO,Bhuj)

Sr no.

VillageStructure

TypeSource

Distant Frome

Site

Static Water level

Date Of Analysis

TDS (500-2000)

PH (6.5-8.5)

Fluoride (1.0-1.5)

Iron (0.3-1.0)

Result

1 Bera(Hajapar) Talav WEll - 3.00 12/7/2006 119 7.0 <1.5 < 0.1 FIT2 Dhufi (moti) Talav Well - 0.00 12/8/2006 768 7.0 <1.5 < 0.1 FIT3 Jakhoo Talav - 0.00 12/8/2006 285 7.0 <1.5 < 0.1 FIT4 kalatalav PT Well - 10.64 12/8/2006 235 7.0 0.5 < 0.1 FIT5 kankpar CD 100mtr. 45.59 12/8/2006 882 7.0 <1.5 < 0.1 FIT6 Khirsara CD B/W 50mr 60.79 12/8/2006 1540 7.0 1.6 < 0.1 UNFIT7 Ladedi Talav B/W 100ft 45.59 12/7/2006 2210 7.0 <1.5 < 0.1 UNFIT8 Moti Sidhodi - B/W - 23.00 12/7/2006 2320 7.0 <1.5 < 0.1 UNFIT9 Moti Sidhodi Talav Well - 0.00 12/7/2006 179 7.0 <1.5 < 0.1 FIT10 Nagor Talav B/W 200ft 66.87 12/8/2006 1195 7.0 1.5 < 0.1 FIT11 Parjau Talav B/W 50ft 30.40 12/8/2006 2270 7.0 1.5 < 0.1 UNFIT



12 Parjau Talav B/W - 27.36 12/8/2006 1410 7.0 <1.5 < 0.1 FIT

13 Raydhanjar CD WRWSS - 30.40 12/8/2006 177 7.0 <1.5 < 0.1 FIT14 Raydhanpar - IWSS - 6.08 12/8/2006 88 7.0 <1.5 < 0.1 FIT15 Sayara Talav Well - 2.43 12/8/2006 1219 7.0 1.5 < 0.1 FIT16 Moti Sidhodi - B/W - 23.00 23/11/2006 2890 7.0 >1.5 < 0.1 UNFIT17 varndimoti CD B/W 200mtr 45.59 12/8/2006 1700 7.0 <1.5 < 0.1 FIT

18 varndimoti Well B/W 200mtr 15.00 12/8/2006 1174 7.0 >1.5 < 0.1 FIT

Water Quality Analysis: Impact of WRM Structures, post monsoon 2007 (WASMO, Bhuj)

Sr no.

Name Of villageType of WRM

Structure

Distant Frome WRM

Structure/mt

Date Of Analysis

Water level bgl in (M)

TDS Fl. NitrateOther(p

h)

Result (Potable/Un

potable

1 kankpar UGCD 20 18/11/2007 45.73 1000 >1 10 7.5 Potable2 ladhedi P.T 3 18/11/2007 55.80 1230 2 nil 6.5 Unpotable3 Rava UGCD 18/11/2007 42.30 1220 2 10 7.5 Unpotable4 raydanjar C.D 7 18/11/2007 0.90 750 1 10 6.5 Potable5 kothara UGCD 30 18/11/2007 53.35 2500 2 nil 7 Unpotable

6 Kothara- Khirasara P.T 2 18/11/2007 2.30 360 1 nil 6 Potable

7 Parjau C.D 3/12/2007 7.50 2100 <2 10 7.5 Unpotable8 Dumra C.D 120 3/12/2007 38.12 9 kalatalav C.D 4 3/12/2007 12.42 10 Jakhau C.D IN Talav 3/12/2007 0.75 3500 Nil 10 6.5 Unpotable11 Kandhay C.D 40 3/12/2007 4.00 2200 1 45 7 Unpotable



Annexure: 3 Details of selected villages for case study

Sr No.

Village Name CategoryPopulationcensus01

Ground-water

No of Surface water

sources

Ground water

Quality TDS,08

D.W. Technolovy

Local Advance

G.W. Expolitation

1 Vayor Very Bad 1680 No 7 1262 Talav+well RWSS Exploitation2 Rapar Gadhvali Very Bad 358 Shallow 11 3180 No RWSS Low recharge3 Pay Very Bad 378 Shallow 8 3840 Talav, Well RWSS Exploitation4 Nagor Very Bad 402 Shallow 5 1351 Talav, Well, Talav+well Individual Exploitation5 Mokhra Very Bad 319 No 8 Talav, Well, Talav+well RWSS Exploitation6 Dhuvai Very Bad 109 Shallow 5 2370 Talav RWSS Low recharge7 Khuado Bad 391 Shallow 6 1360 well Individual Low recharge8 Balachod Moti Bad 392 No 5 528 Talav, Talav+well RWSS Low recharge9 Nanavada Bad 396 Shallow 5 894 Talav RWSS Exploitation

10 Ber moti Bad 515 No 8 727 well RWSS Exploitation11 Lakhaniya Bad 641 No 13 640 Talav RWSS Exploitation12 Naliya Bad 8968 Deep 11 1252 Talav, well RWSS Exploitation13 Daban Moderate 188 Shallow 4 974 Talav, well RWSS Low recharge14 Hingariya Moderate 381 No 2 897 Talav RWSS Low recharge15 Naranpar Moderate 463 No 2 1456 Talav RWSS/Individua; High recharge16 Sujapar Moderate 646 No 13 Talav+well RWSS Low recharge17 Jakhau Moderate 4076 Shallow 27 1765 Talav+well RWSS Low recharge18 Berachiya Good 143 Deep 11 497 Talav RWSS, Individual Low recharge19 Kanakpar Good 547 Deep 6 470 Talav, well Individual Low recharge20 Kalatalav Good 591 Deep 11 211 Talav+well RWSS Low recharge21 Raydhanjar Good 781 Shallow 15 714 well Individual Low recharge22 Suthari Good 1997 Deep 14 1446 Talav+well RWSS, Individual Low recharge



Annexure: 4 Survey Data carry out for welll identification for pump test

Sr. No.

VillageOwner's

Name

Total Depth m

Water level

mAquifer

Land form

Well condition

Lifting device

Machine type

HPElectri

city

PipeSuction pipe inch

Delivary pipe inch

Irrigated Agri.

area

Surrounding well

TotalDistance km

1 BandiyaAnirudhsinh Jadeja

5.23 2.15Alluvium, Sandstone

Flat GoodField marshal

8 8 hrs. 3 4 10 acre 3 0.5

2 Tera Ramji Nanji 8.6 5.7Alluviu, Sandstone

Flat GoodField marshal

10 No 3 3 1 acre 5 0.15

3 Kothara Sarvajanik 8.6 5.7 Sandstone Flat Good No No

4 BhimparBhanushali Manubhai Khajuria

10.2 8.6 Laterite Flat GoodShri Krishna

10 No 3 3 10 acre 3 0.7

5 NarediMishtri Shakilbhai Rasidbhai

17.8 12.3Laterite & Limestone

Flat Medium Turbo 5 8 hrs. 3 3 4 acre 3 0.04

6 SuthariUsmanbhai Harum Patel

13 11 Sandstone Flat GoodField marshal

10 No 2.5 2 10 acre 3 0.07

7 ChhachhiMamadbhai Sarpanch

6.76 3.69 Alluvium Flat GoodField marshal

10 No 2.5 2.5 5 acre 5 0.125

8 KandayPatel Dana Ladharam

15.24 1088 Basalt undulate Good Karnel 12 8 hrs. 3 3 2 0.5

9 Nani BerSidhik Haji Mamadbhai

8.4 5.9 Alluvium Flat Medium Anil 10 No 2.5 3 4 acre 5 0.075

10 Kosa Sarvajanik 4.1 3.15 Alluvium Flat Good No 7 0.03

11Mokarshi vandh

Mokarshi khan Dadu

10.9 9.5 Sandstone Flat Medium Karnel 8 No 3 3 1 acre 5 0.1



Annexure: 5 list of villages along with code which is in each map

128

129179 127

180

122

126121

90

193

93

92

186 149

161

162

159

55

168107

182

106101 100

104

158160

103

157

153

170

184

164

163105

108

167140 139

136

152

189

191

13863

50

6465

154169

172176

171

73155

185

51132

134

178 75

6968 72

77

89

16

74

76

45145146

71 86

85

88

14

192

1284

8056

5283

82

17187188

13

23

150

81

18

194

20

22

21

25

94

510

11

8

7

9

6

98

17524

41

44

37

141

2

34

1

383

36118

28 177

39

3543

142

151

147

144

143

31

30

29

47

117

5732

33

4867

62

58

66

97

135131

95

123

61

125

26

46

42

40

15

27

70

78

156

54

5360

49 148

133

109

102

7 0 7 14 Kilometers

N

1 Chhachhi 46 Nagor 98 Miyani 152 Sujapar2 Lathedi 47 Fulay Vandh 99 Hajapar 153 Butta3 Dhuvai 48 Vadapaddhar 100 Sukhpar

(Sayand)154 Nangiya

4 Boha 50 Jasapar 101 Charopadi Nani 155 Bara5 Karodiya Nana 51 Sukhpar(bara) 103 Aida 157 Jangadiya6 Khirsara (Vinjhan) 52 Nandra Nana 104 Laiyari 158 Mokhra7 Varandi Moti 55 Bhoa 105 Chhasara 159 Fulay8 Dumara 56 Sanosara 106 Charopadi Moti 160 Goyala9 Naranpar 57 Kadoli 107 Vagoth 161 Sarangvada10 Karodiya Mota 58 Rapar Gadhvari 108 Kerwandh 162 Vaghapaddhar11 Reladiya Manjal 61 Dadamapar 110 Kosha 163 Vadasar12 Bhavanipar 62 Sindhodi Nani 117 Kamand 164 Rampar13 Berachiya 63 Bela Vandh 118 Bera 165 Notiyar Vandh14 Sarguara 64 Vingaber 119 Jakhau 167 Meman Vandh15 Bitiyari 65 Kukdau 121 Thumbadi 168 Ukir16 Bitta 66 Sindhodi Moti 122 Ber Nani 169 Ustiya17 Mothada 67 Parajau 123 Darad Vandh 170 Trambo18 Chiyasar 68 Khanay 125 Bhadu Vandh 171 Kuvapaddhar19 Daha 69 Pat 126 Navavas 172 Bandiya20 Raydhanjar 71 Vamoti Nani 127 Ber Moti 174 Raydhanpar 21 Kharua 72 Daban 128 Hothiyay 175 Arjanpar22 Nundhatad 73 Lakhaniya 129 Golay 176 Baivari Vandh23 Rava 74 Dhufi Moti 130 Valasara 177 Bakali Vandh24 Gadhvada Vada 75 Tera 131 Hothi Vandh 178 Bandho25 Kanakpur 76 Hamirpar 132 Gudthar 179 Bhagodi Vandh26 Dhana Vara Vada 77 Balapar 134 Suddhro Moti 180 Rohro28 Suthri 78 Bharapar 135 Suddhro Nani 181 Madra Vandh29 Nani Vandh 80 Balachod Moti 136 Ashapar 182 Bhara Vandh30 Node Vandh 81 Hingariya 137 Mokarsi Vandh 183 Limbdi Vandh31 Sanyra 82 Bhimpar 138 Naliya 184 Haripar32 Arikhana 83 Naredi 139 Chhadura 185 Jat Vandh33 Vanku 84 Balachod Nani 140 Bhadra Vandh 186 Jethmalpar34 Sandhan 85 Vamoti Moti 141 Sandhav 187 Kankavati35 Varadiya 86 Samanda 142 Pay 188 Pethapar(s.camp36 Hadapar 88 Kanday 143 Kothara 189 Pithoranagar

(Hirapar)37 Siruwandh 89 Budadhro 144 Bhedi (Pay) 190 Naranagar38 Khuado 90 Akari Moti 145 Kunathiya 191 Sadhira Vandh39 Vinjhan 92 Karamata 146 Kalatalav 192 Sodhacamp41 Nanavada 93 Mohadi 147 Bhanada 193 Valavari Vandh43 Aamar Vandh 94 Kalar Vandh 149 Vayor44 Varandi Nani 95 Budiya 150 Bhachunda45 Dhufi Nani 97 Lala 151 Khirsara-Ko


preparation of guideline for drinking water protection in ......4.2.1 aquifer 10 4.2.2 monitoring...

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