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PRESENTATION ON
WATER TREATMENT
PLANT,KOTA (Rajasthan)
PRESENTED BY
Er. ANOOP KUMAR
,PUNE (Maharashtra)
 AIM
 PROCESS AUTOMATION
 PLC
 SCADA
 EPANET SOFTWARE
 OVERVIEW OF PROJECT
 INTAKE
 SEDIMENTATION TANK
 WTP
 CWR
 PHASE 1
 PHASE 2
 GSM/GPRS SYSTEM ARCHITECTURE
 WATER DISTRIBUTION PROCESS
 EXECUTED PROJECT
CONTENTS
AIM
To provide drinking water facilities in 60 problematic villages
and 21 other habitation.
Take water from river chambal and sent to INTAKE at
Akelgarh.
To provide 1.5 MGD @ 22 hours with 4 nos filter beds size each
4.20mX3.05m.
This project is divided into two phase,first is CWPH that
provide water to four ESR & second is for 16 ESR.
This project is fully automated where all Mechanical,Electrical
& Instrumentation equipment are controlled through plc.
In control room that located at pratapgargh all process are
shown on SCADA.
All data/information of equipments are send via GSM/GPRS.
 Why do we need automation
 WTP/STP/ETP need a specific time base logic that can
never achieved with accuracy by manual operation.
 In order to achieve consistent quality of water in every
cycle, parameter of water quality-PH, DO, BOD,
chemical oxygen demand need to be maintain.
 Operating cost of plant reduces with automation as
few/single operator can command fully automatic
plants.
 Using remote monitoring & control feature we can
plant shutdown or at least reduces diagnostic time.
PROCEES AUTOMATION
PLC
 The PLC (Programmable Logic Controller) is a purpose-built machine
control computer designed to read digital and analog inputs from various
sensors.
 Why do we need PLC
 We have to designed STP/WTP/ETP controller with all required
facilities and then need to install and start only.
 In electrical control panel auto-manual switches & its associated
wiring can be minimized as we have auto-manual mode in our
controller in built-saves cost and space.
 In manual & auto mode in our controller each tank
level/pressure/flow/pump status etc can be monitored on LCD
screen.
 Very low cost solution through PLC based system.
SCADA
 SCADA (supervisory control and data acquisition) is a system
operating with coded signals over communication channels so as
to provide control of remote equipment.
 Why do we need SCADA
 In control room single engineer can see status of valves, pumps,
flow-meter etc. & operate manually also.
 The data can be display in anyway the user requires.
 The computer can record and stored a very large amount of data.
EPANET SOFTWARE
 The design of cluster distribution mains has been done based using
EPANET software.
 It performs extended-period simulation of hydraulic and water-quality
behavior within pressurized pipe networks.
 EPANET provides an integrated environment for editing network
input data, running hydraulic and water quality simulations, and
viewing the results in a variety of formats.
 It allow users to analyze the movement of a reactive or non-
reactive tracer material which spreads through the network over
time.
OVERVIEW OF PROJECT
INTAKE SEDIMENTATI
ON TANK
WTP
CWR
L
T
L
T
L
T
L
T
NAYAGAWN JAGPURA CABLE NAGAR KASAR
IPS AT
RANPUR
IPS AT
MANDANA
L
T
ESR n
L
T
ESR n
F
M
TO DIFFERENT
VTC
F
M
F
M
F
M
F
M
F
M
F
M
F
M
TO DIFFERENT
VTC
TO DIFFERENT
VTC
TO DIFFERENT
VTC
F
M
F
M
F
M
F
M
TO DIFFERENT
VTC
TO DIFFERENT
VTC
.,.-.,--.-.-.-.,.-
.,--.-.-.-
.,.-.,--.-.-.-
.,.-.,--.-.-.-
.,.-.,--. .,.-.,--
.-.-.-
.,.-.,--.-.-.-
.,.-.,--.-.-.-
.,.-.,--.-.-.-
-.,--.-.--.,--.-.-
-.,--.-.-
-.,--.-.-
-.,--.-.-
CHAMBAL
RIVER
PRATAPG
AH
INTAKE
 It is proposed at Akelgarh where two (1w&1s) Submersible /
Vertical turbine pumps is taken.
 These Pumps will feed water from intake well to Sedimentation
Tank.
 The Borabas- Mandana Water Supply Project from Chambal
River comprises:-
physical components
Institutional components
 The physical components include water supply infrastructure
(intake pumping station, raw water system, treatment, storage
and distribution facilities)
 The institutional components include the administration
arrangements, community participation, training programs and
health educational programs.
INTAKE AT
AKELGARH
P
1
P
2
PG
PT
LT
BVF-1
BVF-2
PUMP P1 & P2
Discharge-95.2 LPS
Head-51 M
KW-74 kw
TYPE-SUBMERSIBLE
PUMP
FM
GV:SLUICE
VALVE
250NB BY
PASS
250NB -
ELECTROMAGNETIC FLOW
METER
EXISTING INTAKE
WELL AT AKELGARH
To Sedimentation
Tank
PLC
SEDIMENTATION TANK
 There is 5-6 no of sedimentation tank whose capacity
is 1.5 MGD water as requirement.
 Here Alum/pac solution tank has been taken for dosing
purpose.
SEDIMENTATION
TANK
From
INTAKE
L
T
Alum/pac solution
Tanks (2 nos)
Alum/pac solution
Tanks (2 nos)
To WTP
WTP
 The existing Water Treatment Plant (WTP) is of cap 1.5 MGD @
22 hours with 4 nos filter beds size each 4.20mX3.05m.
 At WTP one new PLC room is proposed for controlling all valves
and other digital equipment.
 Here two (1w & 1s) clariflocculator has been proposed just before
filter house for proper mixing of water.
 In filter house four sand filter bed is available to make water pure.
 Then pure/clear water get dosed with alum/pac solution.
 It has backwash tank with 4 nos (2w & 2s)of blower that blow
water to filter bed for clear suspended solid present in sand filter
bed.
Backwash Tank
LT
LT
From Intake
Chlorine
Mixing
Tank
Post
Chlorination
PAC
Solution
Tank - 1
PAC
Solution
Tank - 2
PAC
Solution
Tank - 3
PAC
Solution
Tank - 4
To
CWR
Filter
House
Parshall Flume
Parshall Flume
WTP
Clarifier
Clarifier
From Intake
FILTER HOUSE
...,…,…,…,…,…,,..,
...,…,…,…,…,…,,...,
...,…,…,…,…,……,.
...,…,…,…,…,…..,..,
START/S
TOP
START/
STOP
80 Dia CI pipe
Clorine mixing
tank
From clarifier
Water blower (1w & 1s)
PLC
CWR
 There is an existing CWR at Akelgarh which is not in use by Kota
Water Supply Scheme. It is proposed to use this CWR.
 Storage capacities of clear reservoir are based on 2 hours
storage capacity of daily demand.
 Here 3 nos of CWR are proposed, one at Treatment Plant Head
Works, Akelgarh & other two at Ranpur & Mandana respectively.
 Provision for sump in CWR has been taken with 2 nos (1W+1S)
dewatering pumps for cleaning.
 Water from this pump house shall be pumped to Cluster ESRs.
CWR
Clear
Water
Reservoir
LT
IncominglinefromWTP
Future
Pump
M
P3
M
P4
M
M
PT
PG
FM
300NB
300NB
CLEAR WATER RISING MAIN DI
350mm Dia
GV:SLUICE
VALVE
250NB BY
PASS
BVF-1
BVF-2 PLC
CWR AT
WTP
L
T
ESR 1
F
M
F
M
Nayaganv
L
T
ESR 1
F
M
F
M
Cable nagar
ESR 1
F
M
F
M
Jagpura
ESR 1
F
M
F
M
KASAR
PHASE 1
F
M
Rojhri
vill.
Awanli
Vill.
Lakhwa
Retya
Chowki
Bor Ke
Kui Vill.
Alniya
Vill.
Rankyakheri Vill.
Cabel
Nager
Khanpuriya
Daulatganj
F
M
92.44 LPS/167 m
L
T
L
T
Village Transfer Chamber (VTC)
PHASE 2CWR AT
WTP
IPS AT
RANPUR
IPS AT
MANDANA
Dharampura
Borabas
Balinda
Amarkuan
Ranpur
Dholiya
Baorikhera
ShohanpuraMandana Mandaliya
Gopalpura DaraTholpura
CLUSTER CLUSTER
CLUSTERCLUSTER
CLUSTERCLUSTER
CLUSTER
CLUSTER CLUSTER
CLUSTER
CLUSTER
CLUSTER
IPS AT
RANPUR
Clear
Water
Reservoir/
Sump
LT
M
BVF-1
BVF-2
M
M
PG
PT
FM
GV:SLUICE
VALVE
250NB BY
PASS
TO RANPUR CLUSTER
150 NB
RANPUR
CLUSTER
BVF-5
M
DOLIYA
CLUSTER
PG
PT
FM
GV:SLUIC
E VALVE
250NB BY
PASS
AMARKUAN
DOLIYA CLUSTER
150NB
M
M
PT
PG
FM
GV:SLUIC
E VALVE
250NB BY
PASS
BALINDA & BORABASS
200NB
Space for
future Pump
BVF-3
BVF-4
BVF-6
100 NB
150 NB
200 NB
M
PLC
IPS AT
MANDANA
Clear
Water
Reservoir/
Sump
LT
M
BVF-1
BVF-2
M
M
PG
PT
FM
GV:SLUICE
VALVE
250NB BY
PASS
TO
GOPALPURA,NAYAGANV,
DARA, SOHANPURA
CLUSTER
GOPALPURA,
SOHANPURA
NAYAGANV,
DARA CLUSTER
BVF-5
M
M
MANDALIYA&
MANDANA
EXISTING ESR
CLUSTER
PG
PT
FM
GV:SLUICE
VALVE
250NB BY
PASS
TO MANDALIYA,
MANDANA EXISTING
ESR CLUSTER
M
M
PT
PG
FM
GV:SLUICE
VALVE
250NB BY
PASS To PROPOSED ESR AT
Space for
future Pump
BVF-3
BVF-4
BVF-6
100 NB
150 NB
200 NB
PLC
CONTROL ROOM AT
PRATAPGARGH
P
L
C
SCADA
WTP
CWR
L
T
ESR 1
F
M
F
M
L
T
ESR 2
F
M
F
M
L
T
ESR 3
F
M
F
M
L
T
ESR 4
F
M
F
M
L
T
ESR 1
F
M
F
M
L
T
ESR 2
F
M
F
M
L
T
ESR 3
F
M
F
M
L
T
ESR 13
F
M
F
M
………… …
LOCAL PLC
LOCAL PLC
GSM/GPRS
ARCHITECTURE
GSM
PROJECT EXECUTED
 Water treatment project of Jodhpur is completed by Annanya
Interface & Control PVT.LTD. (Pune)
Here some pictures of that project contain:-
33 Kv switchyard at
WTP
Reservoir at RWPS
Pumping station
Clariflocculator
SCADA screen for
CWPS
SCADA screen for
filter bed
SCADA reading
PLC Panel
33 KV SWITCHYARD AT WTP
RESERVOIR AT RAW WATER PUMPING STATION
PUMPING STATION
CLARIFLOCULATOR
SCADA SCREEN FOR CLEAR WATER PUMPING STATION
SCADA SCREEN FOR FILTER BED
SCADA READINGS
PLC PANEL
Presentation on water treatment plant

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Presentation on water treatment plant

  • 1. PRESENTATION ON WATER TREATMENT PLANT,KOTA (Rajasthan) PRESENTED BY Er. ANOOP KUMAR ,PUNE (Maharashtra)
  • 2.  AIM  PROCESS AUTOMATION  PLC  SCADA  EPANET SOFTWARE  OVERVIEW OF PROJECT  INTAKE  SEDIMENTATION TANK  WTP  CWR  PHASE 1  PHASE 2  GSM/GPRS SYSTEM ARCHITECTURE  WATER DISTRIBUTION PROCESS  EXECUTED PROJECT CONTENTS
  • 3. AIM To provide drinking water facilities in 60 problematic villages and 21 other habitation. Take water from river chambal and sent to INTAKE at Akelgarh. To provide 1.5 MGD @ 22 hours with 4 nos filter beds size each 4.20mX3.05m. This project is divided into two phase,first is CWPH that provide water to four ESR & second is for 16 ESR. This project is fully automated where all Mechanical,Electrical & Instrumentation equipment are controlled through plc. In control room that located at pratapgargh all process are shown on SCADA. All data/information of equipments are send via GSM/GPRS.
  • 4.  Why do we need automation  WTP/STP/ETP need a specific time base logic that can never achieved with accuracy by manual operation.  In order to achieve consistent quality of water in every cycle, parameter of water quality-PH, DO, BOD, chemical oxygen demand need to be maintain.  Operating cost of plant reduces with automation as few/single operator can command fully automatic plants.  Using remote monitoring & control feature we can plant shutdown or at least reduces diagnostic time. PROCEES AUTOMATION
  • 5. PLC  The PLC (Programmable Logic Controller) is a purpose-built machine control computer designed to read digital and analog inputs from various sensors.  Why do we need PLC  We have to designed STP/WTP/ETP controller with all required facilities and then need to install and start only.  In electrical control panel auto-manual switches & its associated wiring can be minimized as we have auto-manual mode in our controller in built-saves cost and space.  In manual & auto mode in our controller each tank level/pressure/flow/pump status etc can be monitored on LCD screen.  Very low cost solution through PLC based system.
  • 6. SCADA  SCADA (supervisory control and data acquisition) is a system operating with coded signals over communication channels so as to provide control of remote equipment.  Why do we need SCADA  In control room single engineer can see status of valves, pumps, flow-meter etc. & operate manually also.  The data can be display in anyway the user requires.  The computer can record and stored a very large amount of data.
  • 7. EPANET SOFTWARE  The design of cluster distribution mains has been done based using EPANET software.  It performs extended-period simulation of hydraulic and water-quality behavior within pressurized pipe networks.  EPANET provides an integrated environment for editing network input data, running hydraulic and water quality simulations, and viewing the results in a variety of formats.  It allow users to analyze the movement of a reactive or non- reactive tracer material which spreads through the network over time.
  • 8. OVERVIEW OF PROJECT INTAKE SEDIMENTATI ON TANK WTP CWR L T L T L T L T NAYAGAWN JAGPURA CABLE NAGAR KASAR IPS AT RANPUR IPS AT MANDANA L T ESR n L T ESR n F M TO DIFFERENT VTC F M F M F M F M F M F M F M TO DIFFERENT VTC TO DIFFERENT VTC TO DIFFERENT VTC F M F M F M F M TO DIFFERENT VTC TO DIFFERENT VTC .,.-.,--.-.-.-.,.- .,--.-.-.- .,.-.,--.-.-.- .,.-.,--.-.-.- .,.-.,--. .,.-.,-- .-.-.- .,.-.,--.-.-.- .,.-.,--.-.-.- .,.-.,--.-.-.- -.,--.-.--.,--.-.- -.,--.-.- -.,--.-.- -.,--.-.- CHAMBAL RIVER PRATAPG AH
  • 9. INTAKE  It is proposed at Akelgarh where two (1w&1s) Submersible / Vertical turbine pumps is taken.  These Pumps will feed water from intake well to Sedimentation Tank.  The Borabas- Mandana Water Supply Project from Chambal River comprises:- physical components Institutional components  The physical components include water supply infrastructure (intake pumping station, raw water system, treatment, storage and distribution facilities)  The institutional components include the administration arrangements, community participation, training programs and health educational programs.
  • 10. INTAKE AT AKELGARH P 1 P 2 PG PT LT BVF-1 BVF-2 PUMP P1 & P2 Discharge-95.2 LPS Head-51 M KW-74 kw TYPE-SUBMERSIBLE PUMP FM GV:SLUICE VALVE 250NB BY PASS 250NB - ELECTROMAGNETIC FLOW METER EXISTING INTAKE WELL AT AKELGARH To Sedimentation Tank PLC
  • 11. SEDIMENTATION TANK  There is 5-6 no of sedimentation tank whose capacity is 1.5 MGD water as requirement.  Here Alum/pac solution tank has been taken for dosing purpose. SEDIMENTATION TANK From INTAKE L T Alum/pac solution Tanks (2 nos) Alum/pac solution Tanks (2 nos) To WTP
  • 12. WTP  The existing Water Treatment Plant (WTP) is of cap 1.5 MGD @ 22 hours with 4 nos filter beds size each 4.20mX3.05m.  At WTP one new PLC room is proposed for controlling all valves and other digital equipment.  Here two (1w & 1s) clariflocculator has been proposed just before filter house for proper mixing of water.  In filter house four sand filter bed is available to make water pure.  Then pure/clear water get dosed with alum/pac solution.  It has backwash tank with 4 nos (2w & 2s)of blower that blow water to filter bed for clear suspended solid present in sand filter bed.
  • 13. Backwash Tank LT LT From Intake Chlorine Mixing Tank Post Chlorination PAC Solution Tank - 1 PAC Solution Tank - 2 PAC Solution Tank - 3 PAC Solution Tank - 4 To CWR Filter House Parshall Flume Parshall Flume WTP Clarifier Clarifier From Intake
  • 15. CWR  There is an existing CWR at Akelgarh which is not in use by Kota Water Supply Scheme. It is proposed to use this CWR.  Storage capacities of clear reservoir are based on 2 hours storage capacity of daily demand.  Here 3 nos of CWR are proposed, one at Treatment Plant Head Works, Akelgarh & other two at Ranpur & Mandana respectively.  Provision for sump in CWR has been taken with 2 nos (1W+1S) dewatering pumps for cleaning.  Water from this pump house shall be pumped to Cluster ESRs.
  • 17. CWR AT WTP L T ESR 1 F M F M Nayaganv L T ESR 1 F M F M Cable nagar ESR 1 F M F M Jagpura ESR 1 F M F M KASAR PHASE 1 F M Rojhri vill. Awanli Vill. Lakhwa Retya Chowki Bor Ke Kui Vill. Alniya Vill. Rankyakheri Vill. Cabel Nager Khanpuriya Daulatganj F M 92.44 LPS/167 m L T L T Village Transfer Chamber (VTC)
  • 18. PHASE 2CWR AT WTP IPS AT RANPUR IPS AT MANDANA Dharampura Borabas Balinda Amarkuan Ranpur Dholiya Baorikhera ShohanpuraMandana Mandaliya Gopalpura DaraTholpura CLUSTER CLUSTER CLUSTERCLUSTER CLUSTERCLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER
  • 19. IPS AT RANPUR Clear Water Reservoir/ Sump LT M BVF-1 BVF-2 M M PG PT FM GV:SLUICE VALVE 250NB BY PASS TO RANPUR CLUSTER 150 NB RANPUR CLUSTER BVF-5 M DOLIYA CLUSTER PG PT FM GV:SLUIC E VALVE 250NB BY PASS AMARKUAN DOLIYA CLUSTER 150NB M M PT PG FM GV:SLUIC E VALVE 250NB BY PASS BALINDA & BORABASS 200NB Space for future Pump BVF-3 BVF-4 BVF-6 100 NB 150 NB 200 NB M PLC
  • 20. IPS AT MANDANA Clear Water Reservoir/ Sump LT M BVF-1 BVF-2 M M PG PT FM GV:SLUICE VALVE 250NB BY PASS TO GOPALPURA,NAYAGANV, DARA, SOHANPURA CLUSTER GOPALPURA, SOHANPURA NAYAGANV, DARA CLUSTER BVF-5 M M MANDALIYA& MANDANA EXISTING ESR CLUSTER PG PT FM GV:SLUICE VALVE 250NB BY PASS TO MANDALIYA, MANDANA EXISTING ESR CLUSTER M M PT PG FM GV:SLUICE VALVE 250NB BY PASS To PROPOSED ESR AT Space for future Pump BVF-3 BVF-4 BVF-6 100 NB 150 NB 200 NB PLC
  • 21. CONTROL ROOM AT PRATAPGARGH P L C SCADA WTP CWR L T ESR 1 F M F M L T ESR 2 F M F M L T ESR 3 F M F M L T ESR 4 F M F M L T ESR 1 F M F M L T ESR 2 F M F M L T ESR 3 F M F M L T ESR 13 F M F M ………… … LOCAL PLC LOCAL PLC GSM/GPRS ARCHITECTURE GSM
  • 22. PROJECT EXECUTED  Water treatment project of Jodhpur is completed by Annanya Interface & Control PVT.LTD. (Pune) Here some pictures of that project contain:- 33 Kv switchyard at WTP Reservoir at RWPS Pumping station Clariflocculator SCADA screen for CWPS SCADA screen for filter bed SCADA reading PLC Panel
  • 24. RESERVOIR AT RAW WATER PUMPING STATION
  • 27. SCADA SCREEN FOR CLEAR WATER PUMPING STATION
  • 28. SCADA SCREEN FOR FILTER BED