2008 reservor &-gate_operation_schedule
TRANSCRIPT
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RESERVOIR OPERATION SCHEDULE ANDGATE OPERATION SCHEDULE OF
JAYAKWADI PROJECT.Er. Pravin Kolhe (AEE) Er. Sandeep Nalawade (AEE) Er. Bapusabeb Gade (AEE) Er. Santosh Sangale (AEE)
PROF. D.G. HOLSAMBRE (PROF & HOD: ENGG)PROF. K.R. SHIRSAT (ASSOCIATE PROF)
15th Induction Training: WALMI A’bad.Wednesday, May 21, 2008
Presented by-
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Salient Features of Jayakwadi Project Introduction to ROS, GOS & EAP Gate Operation Schedule (GOS) Catchment Map of Paithan Dam & River Gauging
Stations Reservoir Operation Schedule (ROS) Concluding Remarks
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CONTENT
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1. SALIENT FEATURES OF JAYAKWADI PROJECT
1. Name of project: Jayakwadi Project2. Location: Paithan; Dist: Aurangabad.3 Catchment Area 21750 Sq. Km4 Gross Storage 2909 Mm3
5 Maximum height of dam from river bed 37.73 m6 Length of dam 10280 m7 Length of Spillway 417 m8 Type of Dam Earthen
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1. SALIENT FEATURES OF JAYAKWADI PROJECT CONTINUE…
9 Submergence Area 35,000 Ha10 Earth Work 13 Mm3
11 Masonry 0.33 Mm3
12 Concrete 0.80 Mm3
13 Gates of Dama. Number 27a. Size 12 x 7.9 ma. Type Radiala. Designed Spillway Capacity 6,41,000 cusecs
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1. SALIENT FEATURES OF JAYAKWADI PROJECT CONTINUE…
15 Lowest River Bed Level 432.206 m16 Maximum Draw Down Level 455.524 m17 Spillway Crest Level 455.981 m18 Full Reservoir Level 463.900 m19 Maximum Water Level 465.583 m20 Foundation Level of Masonry Dam 427.640 m21 Top of Dam 468.980 m22 Cut-Off Trench Level 419.917 m23 Sill Level of Canal 452.171 m
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2. CLASSIFICATION OF RESERVOIR
•Single Purpose Reservoirs
•Multi- Purpose Reservoirs
•System of Reservoirs
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Reservoir Operation Schedule (ROS) is a scientific tool which helps to maintain the storage in reservoir and at the same time, avoids the risk of flood at down stream.
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3. INTRODUCTION TO ROS, GOS
Gate Operation Schedule (GOS) is the sequence in which gates are operated so that required discharge is released safely.PPT Downloaded from http://www.pravinkolhe.com/
Emergency Action Plan (EAP) is a pre-decided procedure in which preventive measures are undertaken in case of emergency.
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4. INTRODUCTION TO EAP
In short, ROS, GOS and EAP helps in safely release of flood without damage to structure, life and property on down stream of dam.
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5. SPILLWAY OPERATION SCHEDULE
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6. COMPETENT AUTHORITY FOR APPROVAL OF ROS AND GOS
• ROS & EAP : CE (WRD)• GOS : SE (MD) CDO, NashikMajor Project
• ROS : CE (WRD)• GOS : SE (MD) CDO, Nashik• EAP : SE of Project
Medium Project
• ROS & GOS : Not Applicable for Ungated Waste Weir
• EAP : EE of ProjectMinor Project
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GATE OPERATION SCHEDULE (GOS)
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APPROVED GOS FOR JAYAKWADI PROJECT
WLGate
Operation Q/gate GATE NUMBERS(Feet) Left Right cusecs LEFT SIDE RIGHT SIDE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 271522 0.5 529
1 1043 1.5 1547 2 2035 2.5 2513 3 2984 3.5 3453 4 3909 0.5 529 1 1043 1.5 1547 2 2035 2.5 2513
3 2984 1524 4.5 4492
5 4952
1 12 23 34 45 56 67 78 89 9
Opened 18 Gates by 5 feet (RIGHT SIDE) Discharge = 18 x 4952 cusecs
= 89,136 cusecs Opened 9 Gates by 3 feet (LEFT SIDE) Discharge = 9 x 2984 cusecs
= 26,856 cusecs Total Discharge = (LEFT+RIGHT) =
1,15,992 cusecs
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DISCHARGE THROUGH GATES…
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7. EXISTING ROS FOR JAYAKWADI PROJECT
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8. INFLOW & OUTFLOW AT DAM SITE DURING 09.10 TO 14.10.1990
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9. SUMMARY OF GOS FOR JAYAKWADI DAM
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RESERVOIR OPERATION SCHEDULE (ROS)
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10. CATCHMENT MAP OF PAITHAN DAM
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11. EXISTING RIVER GAUGING STATIONS
Sr. No
Name of River
River Gauge station
Catchment Area (sq. km)
Distance from dam site
Travelling time form dam
1 Godavari NMC 4247 154 km 30 hours2 Pravara Devgarh 7273 54 km 6 hours3 Shivana Solegaon 2505 36 4 hours
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12. PROPOSED RIVER GAUGING STATIONS
Sr. No
Name of River
River Gauge station
Catchment Area (sq. km)
Distance from dam site
Travelling time form dam
1 Godavari NAUR 4310 76 km 12 hours2 Shivana Lasur 2267 48 km 6 hours3 Kham Tembhapuri 613 36 km 5 hours
4 Nani Wadule 527 33 km 3 hours5 Dhor Jalgaon 456 48 km 4 hours
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13. ROS
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14. STATEMENT SHOWING ROS FOR 1992 1997, 1999, 2006 AND 2007.
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15. PROPOSED GOS FOR JAYAKWADI PROJECT FOR 2007-08
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16. FORT NIGHT INFLOW AT JAYAKWADI PROJECT 1975-2006
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17. FORT NIGHTLY INFLOW IN DESCENDING ORDER
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WITHDRAWALS FROM DAM
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WITHDRAWAL FROM DAM
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ROS
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CONCLUDING REMARKS
The GOS for designed capacity is not yet tested. Although ROS is generally prepared in case of Flood
situations, it might be useful in case of water deficiency. It is observed that the ROS is prepared by referring the past
data which is based on the old methods of analysis. Now a days rainfall prediction is possible with help of
satellite observations and by performing rigorous analysis of meteorological data, using high speed computer, accurate prediction is of yield possible. Such techniques should be preferred for ROS and GOS.
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