sheet no - 11000 wide weir opening 148.19 147.99 fsl of clf 350 147.84 147.84 Ø 50000 drain to...

SHEET NO - 1

8500

7300

6100

4900

3700

2500

148.78

148.78B A C INLET CHAMBER1200MM WIDE (MIN.)

OUTLET CHAMBER1200MM WIDE (MIN.)

INLET PIPE TOAERATIONFOUNTAIN

A150.00

149.70

147.32 147.46 147.46142.80

142.80 143.99

A

149.40

149.10

148.80

148.50

148.78

147.74

147.73

B 2500 2822 2500

ELEVATED U/SCHANNEL 900 WIDE

ELEVATED D/SCHANNEL 900 WIDE 1200 2600 1200

PARSHALL FLUME FLASH MIXER148.78

1200MM WIDEWALKWAY

BYPASS CHANNEL900 WIDE INLET PIPE TO

CLARIFOCCULATOR1100 MM Ø

C

B

150.00

149.70

149.40

149.10

148.80

148.50148.78148.48

148.47

147.73

148.78

A

MOTOR &GEAR BOX

148.46

147.32 147.32

148.02 148.01

147.46148.00 148.00

148.50148.50

147.55 147.55

GL 1100 GL

INLET CHAMBER

1300

RAW WATERINLET PIPE

143.55

142.80

OPENING OF1800 x 750 MMDUCK FOOT

BEND SECTION A-A

OUTLET CHAMBER143.99

1322 600 900

225 75

SECTIONAL ELEVATION AT D-D

148.50148.78

148.47

148.78

147.73

148.78

148.46148.01

147.46147.32

147.32

DETAIL AT - B SECTION B-BSECTION C-C

D D

831 300 600

1350

DIMENSION DETAILS OF PARSHALL FLUME AT - A

GENERAL NOTES:-THESE ARE SOFTWARE GENERATED HYDRAULIC AND PROCESS1.DRAWINGS.RL'S AND INTERNAL SIZES ARE MANDATORY. FOR WALL THICKNESS AND2.OTHER DETAILS PLEASE REFER WORKING DRAWINGS.ALL DIMENTIONS ARE IN MM, LEVELS AND CO-ORDINATES ARE IN METERS3.UNLESS OTHERWISE NOTED.DO NOT SCALE THE DRAWINGS PLEASE REFER TO WRITTEN DIMENTION4.ONLY.VALES, PIPES, PUMPS, BLOWERS, MOTORS, ETC. SHALL BE OF STANDARD5.MAKE AS PER TENDER SPECIFICATION.ADMIN BUILDING LAYOUT TO BE INCORPORATE AS PER REQUIREMENT6.WITH FILTER BED IN WORKING DRAWINGS.ALL CHANNELS ARE TO BE CORVED WITH PRECAST SLAB.7.RAILING, LIGHTING ARRESTOR AND HIDDEN DETAILS ARE AS PER UNIT8.WHEREVER APPLICABLE.LENGTH OF PIPELINE TO BE TAKEN AS PER SITE LAYOUT AND WORKING9.DRAWINGS.SYMBOLS USE IN DRAWINGS:-10.

SR. NO. SYMBOL INDICATE

1. RL IN PLAN VIEW

2. RL IN SECTION VIEW

3. WATER LEVEL

4. WATER FLOW DIRECTION

11. LEGEND:-

EL - ELEVATED LEVEL

WW-V1 - WASHWATER ISOLATION TANK VALVE

WW-V2 - WASHWATER INLET VALVE

PW-V1 - WASHWATER INLET VALVE

WW-V2 - PUREWATER OUTLET VALVE

PW-V2 - PUREWATER SUMP INLET VALVE

D-V1 - DRAIN VALVE

D-V2 - WASHWATER DISPOSAL VALVE

S-V1 - SLUICE VALVE

CHIEF ENGINEER SUPERINTENDANT ENGINEER

EXECUTIVE ENGINEER DEPUTY ENGINEER

PROOF CONSULTANT CONSULTANT

- - - -

- - - -

- - - -

- - - -

- - - -

DATE DESCRIPTION REVISION NO. ENGINEER

TITLEDETAILS OF 5 STEP AERATION FOUNTAIN,PARSHALL

FLUME,FLASH MIXER FOR 40 MLD WTP

PROJECT 40MLD WTP Project by iNODE WTP Software

OWNER iNODE SOFTWARE CO. • Pune Branch • Office 508 • Nyati Emporius Near The Orchid Hotel • Baner •

Pune • India

CLIENTiNODE SOFTWARE CO.

PMCiNODE SOFTWARE CO.

CONSULTANT iNODE SOFTWARE CO.

DWG. NO: 7001-01-GA-40WTP-01

148.46

SHEET NO - 250000

15000

COLLECTIONLAUNDER

ROTATING BRIDGEWITH SCRAPER

(SHOWN INDICATIVE ONLY)

COLLECTIONLAUNDER

WALKWAY

MOTOR &GEAR BOX

148.5 148.5 148.5148.49 148.49 148.49 148.49 148.49

148 148

147.99147.99

147.99 147.99 147.99147.97

147147.02

GL0 0.15

0

F G

H

K

GL0

142.8

CLARIFIER ZONE CLARIFIER ZONE

144.49 144.49

PRECAST SLAB/STEP

144.99 OPENING OPENING 144.99OPENING 1800 x 1200 x 750 MM

143.99

143.49 800 800 143.49142.97 142.97

600

600

SLUDGEDRAIN PIPE150 DIA

SLUICE VALVE150 Ø

1300

142.47

142.32

J1100

CENTRAL WELL

1100 Ø C.I. INLET PIPE TO CLF

SLUDGEDRAIN ARRANGEMENT

OF 1500 Ø

SECTION A-A

50000

148.49

600 MM STEPPLACED 1500 MM C/C

541 148.19

SETTLED WATERCOLLECTION CHANNEL

1000 WIDE

WEIR OPENING

148.19147.99

FSL OF CLF

350

147.84 147.84

Ø 50000

DRAIN TO FINAL DISPOSAL

SLUDGEDRAIN ARRANGEMENT

OF 1500 Ø

OPENING541 x 350(5NOS)

1100Ø C.I. INLETPIPE TO CLF

HAND RAILING

STUB COLUMNS 72 NOS.(MAX. WIDTH 200 EACH)

DETAIL OF PORTIN CENTRAL SHAFT

(5NOS)

15000DETAIL AT -H

RCC COLUMNS TYPICAL OPENING541 x 350(5NOS)

Ø 15000

ELECTRICALCONDUIT

63 ØPVC PIPE

OPENING541 x 350(5NOS)

A A

1100 ROTATING BRIDGEWITH SCRAPER

(SHOWN INDICATIVE ONLY)

PLAN OF OPENINGAT R.L. 147.84

FLOCCULATION ZONE

148.5 148.5

148 147.55 147.5 148

FLASH MIXER

DETAIL AT -F

CLARIFIER100 147.99

147.92200

OPENING

400 400 400 400

DETAILS OF OPENING IN CLARIFIER WALL

144.49 144.49

ELECTRICAL CONDUIT63 mm Ø PVC PIPE

CENTRALWELL 600 Ø

800 1100 800143.49 DRAIN PIT 143.49

142.97 142.97

600

600

1300

SLUDGEDRAIN PIPE

150 DIA

1100 Ø C.I. INLETPIPE TO CLF

DETALS AT - JPRECASTSTEPS

148.49 148.49PRECAST

STEPS

147.99 147.99FSL OF CLF FSL OF CLF

147.99 147.99147.92 147.92147.99 147.97

147.02 147

500 500

COLLECTIONLAUNDER OF

CLARIFLOCCULATORAT START

COLLECTIONLAUNDER OF

CLARIFLOCCULATORAT END

DETAIL AT -G DETAIL AT -K

148.49

COLLECTIONLAUNDER

147.97 148.12 CHANNEL147.96

147146.48

SECTION X-X

COLUMN450 WIDE

FLOCCULATOR COLUMN450 WIDE144.49 144.49

OPENING 2720 WIDE OPENING 2720 WIDE

BASE SLAB

450 2720 450 2720 450

DETAILS OF OPENING FLOCCULATOR WALL @ BOTTOM

X

X

WIDE BYPASS CHANNEL

PLAN OF CLARIFLOCCULATOR



1. RL IN PLAN VIEW


3. WATER LEVEL


11. LEGEND:-

EL - ELEVATED LEVEL






D-V1 - DRAIN VALVE


S-V1 - SLUICE VALVE




- - - -

- - - -

- - - -

- - - -

- - - -


TITLE DETAILS OF CLARIFLOCCULATOR FOR 40 MLD WTP


OWNER iNODE SOFTWARE CO. • Pune Branch • Office 508 • Nyati Emporius Near The Orchid Hotel • Baner •

Pune • India




DWG. NO: 7001-01-GA-40WTP-02

SHEET NO - 3

C C3500 MIN 3250 500 3250 3250 500 3250 3250 500 3250 3250 500 3250

1200 CHAMBER CHAMBER1200 B 1200 CHAMBER CHAMBER 1200 B 1200 CHAMBER

D-V2 D-V2 D-V2 D-V2

1200

1200

1200

1200

1200LATERALS 50 MM Ø

150 NOS/UNIT(PVC 8 KG/CM2)

1175 1175 1175 1175LATERALS 50 MM Ø


1175 1175 1175 1175DOOR

D D D DELECTRICAL ROOM

&PANEL ROOM

RAPID SANDFILTER

RAPIDSAND

FILTER

RAPID SANDFILTER

RAPIDSAND

FILTER900 500 900 500

A

8500

146.46 146.46 146.46 146.46 146.46 146.46

A

PAN

EL

WA

SH W

AT

ER

GU

TT

ER

WA

SH W

AT

ER

GU

TT

ER

DR

AIN

WA

TE

R P

IPE

GL + 0.6

PW-V1 PW-V1 PW-V1 PW-V1 DRAINPIT PW-V1 PW-V1 PW-V1 PW-V1 DRAIN

PITAIR BLOWER

1200 1200 1200 120012

00

1200

1200

1200RATE

CONTROLCHAMBER

RATECONTROLCHAMBER

RATECONTROLCHAMBER

RATECONTROLCHAMBERMOTOR FOR

BLOWER (M3) WW-V2 WW-V2 WW-V2 WW-V2 WW-V2 WW-V2 WW-V2 WW-V2WW-V11200

144.46 1200 144.46 1200144.46 1200 144.46

D-V1

PUR

E W

AT

ER

PIP

E

GL + 0.45

PUMP ROOM

600

600

600

600

INSPECTIONCHAMBER

INSPECTIONCHAMBER

INSPECTIONCHAMBER

INSPECTIONCHAMBER

WASH WATER SUMP

Var

ies

F P1

P1

144.46F

F

C C

144.96 PURE WATER CHANNEL 144.96 PURE WATER CHANNEL

CHAMBER

600

144.46

B BINSPECTIONCHAMBER

INSPECTIONCHAMBER

INSPECTIONCHAMBER

INSPECTIONCHAMBER

600

600

600

600

1200 1200 1200 1200144.46 144.46 144.46 144.46

WW-V1D-V1

WW-V2 WW-V2 WW-V2 WW-V2 WW-V2 WW-V2 WW-V2 WW-V2MOTOR FORBLOWER (M3)

1200

1200

1200

1200

RATECONTROLCHAMBER

RATECONTROLCHAMBER

RATECONTROLCHAMBER

RATECONTROLCHAMBER

1200 1200 1200 1200

AIR BLOWER

PW-V1 PW-V1 PW-V1 PW-V1 PW-V1 PW-V1 PW-V1 PW-V1 DRAINPIT

Var

ies

GL + 0.6

146.46 146.46 146.46 146.46 146.46 146.46

WA

SH W

AT

ER

GU

TT

ER

WA

SH W

AT

ER

GU

TT

ER

PAN

EL

DR

AIN

WA

TE

R P

IPE

8500

900

500

900

500

RAPID SANDFILTER

RAPIDSAND

FILTER

RAPID SANDFILTER

RAPIDSAND

FILTER

PANEL ROOM&

ELECTRICAL ROOM

D D D D

DOOR LATERALS 50 MM Ø150 NOS/UNIT

(PVC 8 KG/CM2)

1175 1175 1175 1175LATERALS 50 MM Ø


1175 1175 1175 1175

1200

1200

1200

1200

1200

D-V2 D-V2 D-V2 D-V2

1200CHAMBER CHAMBER

1200 1200 CHAMBER CHAMBER1200 1200 CHAMBER

LAYOUT PLAN OF RAPID SAND FILTER AT BELOW CROSS TROUGH(BACK WASHING PROCESS FROM OVERHEAD BACK WASH TANK PIPE TO WATER FOR RECYCLING)

149.06 149.06 149.06

147.46 147.46

GL + 0.6GL

. 147.19 147.09 147.19GL

.

CROSS TROUGH146.76

CROSS TROUGH CROSS TROUGH500 500146.76

CROSS TROUGH

146.46 146.46

SAND 145.86 SAND SAND 145.86 SAND

GRAVELS 145.36 GRAVELS GRAVELS GRAVELS 145.36

144.46 144.463500 MIN

MANIFOLD PIPEØ 800 MM

MANIFOLD PIPEØ 800 MM900 900 900 900DETAIL-D

SECTION A-A

DETAIL-A

WW-V2 PW-V1 149.06 149.06147.96

146.48147.46

WALKWAY PURE WATER CHANNEL147.19

GL.

146.76 146.76 146.76

146.45144.96

144.46 144.46 144.46

WASH WATEROUTLET CHAMBER

SECTION B-BDEPTH OF SAND AND GRAVELS

SrNo

PARAMETER UNIT SELECTEDCRITERIA RECOMMEDATION

FOR SAND1 DEPTH OF SAND m 0.6 0.60 TO 0.75 m

2 EFFECTIVE SIZE OF SAND (D60) mm 0.75 0.75 to 0.900 mm

3 EFFECTIVE SIZE OF SAND (D10) mm 0.6 0.45 to 0.7 mm

FOR GRAVELS1 DEPTH OF GRAVELS mm 500 500 mm

GRAVELS DEPTH RANGE

SrNo

RANGE IN SIZE(mm)

RANGE IN DEPTH(mm)

DEPTH TO BEPROVIDED (mm)

1 2 TO 5 50 TO 80 70

2 5 TO 12 50 TO 80 50

3 12 TO 20 80 TO 130 100

4 20 TO 38 80 TO 130 120

5 38 TO 65 130 TO 200 160

GENERAL NOTES:-THESE ARE SOFTWARE GENERATED HYDRAULIC AND PROCESS DRAWINGS.1.RL'S AND INTERNAL SIZES ARE MANDATORY. FOR WALL THICKNESS AND2.OTHER DETAILS PLEASE REFER WORKING DRAWINGS.ALL DIMENTIONS ARE IN MM, LEVELS AND CO-ORDINATES ARE IN METERS3.UNLESS OTHERWISE NOTED.DO NOT SCALE THE DRAWINGS PLEASE REFER TO WRITTEN DIMENTION4.ONLY.VALES, PIPES, PUMPS, BLOWERS, MOTORS, ETC. SHALL BE OF STANDARD5.MAKE AS PER TENDER SPECIFICATION.ADMIN BUILDING LAYOUT TO BE INCORPORATE AS PER REQUIREMENT6.WITH FILTER BED IN WORKING DRAWINGS.ALL CHANNELS ARE TO BE CORVED WITH PRECAST SLAB.7.RAILING, LIGHTING ARRESTOR AND HIDDEN DETAILS ARE AS PER UNIT8.WHEREVER APPLICABLE.LENGTH OF PIPELINE TO BE TAKEN AS PER SITE LAYOUT AND WORKING9.DRAWINGS.SYMBOLS USE IN DRAWINGS:-10.


1. RL IN PLAN VIEW


3. WATER LEVEL


11. legend:-

EL - ELEVATED LEVEL






D-V1 - DRAIN VALVE


S-V1 - SLUICE VALVE




- - - -

- - - -

- - - -

- - - -

- - - -


TITLELAYOUT PLAN AND DETAILS OF RAPID SAND FILTERFOR 40 MLD WTP


OWNER iNODE SOFTWARE CO. • Pune Branch • Office 508 • Nyati Emporius Near The Orchid Hotel • Baner •Pune • India




DWG. NO: 7001-01-GA-40WTP-03

SHEET NO - 07

INLET INLET

PW-V2 PW-V2

HAND RAILING

SUMP INLET PIPE SUMP INLET PIPE

Ø 30000

LADDER CUTOUT

SLOPE SLOPE

LADDERROLLING SHUTTER

MIN. 3000

W W

A A A A

3000

0

0.5

- 0.

75 T

IME

S T

O D

IA O

F SU

MP

3000

0

AS

PER

PU

MP

DE

TA

ILS

OUTLET

SUCTION PIPE CUTOUT OUTLET

OUTLET

W W

SLOPESLOPE

W W

AS PER PUMP DETAILS

1000MIN

PLAN OF PURE WATER SUMP PLAN OF PUMP HOUSE153.64

152.14

PUMP HOUSE

RCC GIRDER

6030

HAND RAILING

PUMP147.61

GL

SUMP INLET PIPE146.08

SUMPSUCTION PIPE

4530

M

SUCTION PIT143.08SLOPE SLOPE

142.58 RCC RAFT PCC

30000

SECTION A-A

SUCTION PIPE

MIN 1000143.08

500

MIN

142.58

DETAIL - M

WALL THK/2

CONCRETEWALL

SIZ

E

ELEVATION

D Ø × 8 THKPLATE

TYPICAL INLET PIPE

VENT PIPE 'A' NBWITH BEND

INSECTSCREEN

'F'

RO

OF

SLA

BT

HK

.

WA

LL

TH

K /

2

'C' SQ. 8 THK PLATEIS:2062 Gr.-A INSIDE FACE

OF TANK

DETAIL FOR VENT PIPE

NOTE:-

1. PUMPHOUSE SIZES SHALL BE CHANGE ACCORDING TO PUMPNUMBERS AND DETAILS.2. MINIMUM 4 NUMBERS OF VENT PIPES SHALL BE PROVIDE FORTHE PROPER VENTILATION PURPOSE.



1. RL IN PLAN VIEW


3. WATER LEVEL


11. LEGEND:-

EL - ELEVATED LEVEL






D-V1 - DRAIN VALVE


S-V1 - SLUICE VALVE




- - - -

- - - -

- - - -

- - - -

- - - -


TITLE CIRCULAR PURE WATER SUMP FOR 40 MLD WTP


OWNER iNODE SOFTWARE CO. • Pune Branch • Office 508 • Nyati Emporius Near The Orchid Hotel • Baner

• Pune • India



CONSULTANTiNODE SOFTWARE CO.

DWG. NO: 7001-01-GA-40WTP-07

SHEET NO - 11

MECHANICAL COMPONENT LIST

AREATION FOUNTAIN AND FLASH MIXER

Sr. No. LEGEND DESCRIPTION NUMBERS/LENGTH SIZE/CAPACITY

1 M1 MOTOR WITH GEAR 1 5 HP

2 G1 GATE-1 1 900 X 1450

3 G2 GATE-2 1 900 X 1450

4 - FLASH MIXER OUTLET PIPE 2.5 M 1100 MM

CLARIFLOCCULATOR

SR. NO. LEGEND DESCRIPTION NUMBERS/LENGTH SIZE/CAPACITY

1 M2 FLOCCULATOR MOTOR 2 1 HP

2 ROTATING BRIDGE WITH SCRAPPER 1 15

3 S-V1 SLUICE VALVE 1 150 MM

4 - SLUDGE DRAIN PIPE 12 M 150 MM

* NOTE : PIPE LENGTH WILL FINALIZE AS PER THE WORKING DRAWING.

FILTER BED


1 FI-V FILTER INLET VALVE 6 400 MM

2 BP-V BYPASS VALVE 2 1200 MM

3 PW-V1 PUREWATER OUTLET VALVE 12 400 MM

4 WW-V1 WASHWATER ISOLATION TANK VALVE 2 800 MM

5 WW-V2 WASHWATER INLET VALVE 12 800 MM

6 D-V1 DRAIN VALVE 2 800 MM

7 D-V2 WASHWATER DISPOSAL VALVE 12 800 MM

8 P1 WASHWATER PUMP 1 22 HP

9 M3 MOTOR FOR BLOWER 3 1HP

10 AIR BLOWER 3 35 M3/MIN

11 - LATERALS 165 M 50 MM

12 - MANIFOLDS 51 M 800 MM

13 -PUREWATER PIPES CONNECTED TO

MANIFOLDS39 M 400 MM

14 - WASHWATER PIPES FOR WASHWATER TANK 10 M 150 MM

15 - WASHWATER PIPES FOR BACK WASHING 90 M 50 MM

16 - PUREWATER PIPE 15 M 1200 MM

* NOTE : PIPE LENGTH WILL FINALIZE AS PER THE WORKING DRAWING.

PUREWATER SUMP


1 PW-V2 PUREWATER SUMP INLET VALVE 1 1200 MM

2 P2 PUREWATER PUMP 1 -

3 PH-C PUMPHOUSE CRANE 1 -

SUMMARY LIST

MOTORS

Sr. No. LEGEND NUMBERS CAPACITY

1 M1 1 5 HP

2 M2 2 5 HP

GATES

SR. NO. LEGEND NUMBERS CAPACITY

1 G1 1 900 X 1450

2 G2 1 900 X 1450

VALVES


1 S-V1 1 150 MM

2 FI-V 6 400 MM

3 BP-V 2 1200 MM

4 PW-V1 12 700 MM

5 PW-V2 1 1200 MM

6 WW-V1 2 800 MM

7 WW-V2 12 800 MM

8 D-V1 2 800 MM

9 D-V2 12 800 MM

PUMPS


1 P1 1 22 HP

2 P2 1 -

PIPES

SR. NO. DIAMETER LENGTH

1 50 MM 255 M

PIPE LENGTH WILLFINALIZE AFTER WORKING

DRAWING

2 150 MM 22 M

3 400 MM 39 M

4 800 MM 51 M

5 1100 MM 2.5 M

6 1200 MM 15 M

EQUIPMENTS

SR. NO. LEGEND NUMBERS SIZE/CAPACITY

1 PH-C 1 -

2ROTATING

BRIDGE1 -

3 AIR BLOWER 3 35 M3/MIN



1. RL IN PLAN VIEW


3. WATER LEVEL


11. legend:-

EL - ELEVATED LEVEL






D-V1 - DRAIN VALVE


S-V1 - SLUICE VALVE




- - - -

- - - -

- - - -

- - - -

- - - -


TITLEPOSSIBLE LIST OF MECHANICAL COMPONENTSUSED IN 40 MLD WTP

PROJECT 40MLD WTP PROJECT BY INODE WTP SOFTWARE

OWNER INODE SOFTWARE CO. • PUNE BRANCH • OFFICE 508 • NYATI EMPORIUS NEAR THE ORCHIDHOTEL • BANER • PUNE • INDIA

CLIENTINODE SOFTWARE CO.

PMCINODE SOFTWARE CO.

CONSULTANTINODE SOFTWARE CO.

DWG. NO: 7001-01-GA-40WTP-11

sheet no - 11000 wide weir opening 148.19 147.99 fsl of clf 350 147.84 147.84 Ø 50000 drain to...

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