FINAL ASSESSMENT
STUDY AREA- PITHAMPUR PROJECT: GROUNDWATER RECHARGE
|Anvita Jain| Sem III, 2nd Yr.| |Maters in Urban Planning|2019-2021|
INTRODUCTION AS PER CENSUS 2011,
LANDUSE
• TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136
FOREST-8% SCRUBLAND- 7.33% INDUSTRIES- 26%
AGRICULTURE- 53%
MINING BUILT-UP/ VILLAGES- 3%
35 SQ KM DEVELOPED AREA,
2/5TH
OF ULB
Built up (Urban)
LAKES/POND/ Forest RESERVOIRS- 2.66%Mining / industrial
Crop Land Lakes / Ponds Reservoir / Tanks
River / Stream / Drain
Scrub land Dense
Scrub land Open
Village
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES
AREA
1980-1990
1990-2000
2000-2010
2010-2020
TOTAL
PITHAMPUR-1
98
81
94
109
382
PITHAMPUR-2
9
26
32
32
99
50
50
184
326
611
10
9
39
37
95
6
6
29
69
PITHAMPUR-3 (BAGDOON)
1970-1980
1
PITHAMPUR-3 (SAGORE) PITHAMPUR-6 PITHAMPUR-SHED
11
6
PITHAMPUR-SILOTIA
TOTAL
23 1
1
178
172
373
1
539
1263
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES
AREA
LARGE
MEDIUM
MEGA
SMALL
TOTAL
NOT RUNNING
PITHAMPUR-1
79
4
1
319
403
24
PITHAMPUR-2
16
83
99
7
PITHAMPUR-3 (BAGDOON)
70
1
14
527
612
97
PITHAMPUR-3 (SAGORE)
21
1
1
72
95
9
6
6
0
56
69
8
1
1
0
1064
1285
145
PITHAMPUR-6 PITHAMPUR-SHED
12
1
PITHAMPUR-SILOTIA TOTAL
198
7
16
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES
EXISTING STORAGE RESERVOIRS
S.NO
SOURCE OF WATER
1
RESERVOIR NAME
LOCATION
ESR-1
IN FRONT OF GIMAR FACTORY
KARAM DAM
COMMAND AREA
SECTOR-3
CAPACITY (ML)
STATUS
1.00
WORKING
1.00
NOT IN USE DUE TO LEAKAGE
1.00
WORKING
2
ESR-2
NEAR FIRE STATION
3
ESR-3
NEAR SIMPLEX
SUMP
AT TARAPUR WTP
SECTOR- 1 & 2
0.35
WORKING
SUMP
AT SEZ WTP
SEZ
0.35
WORKING
4
SANJAY RESERVOIR
5 *ESR= ELEVATED SERVICE RESERVOIR
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES
SANJAY JALASHAY
KARAM DAM
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES WATER DEMAND IN INDUSTRIAL AREA & PHASE-I OF PITHAMPUR-DHAR- MHOW INVESTMENT REGION S.NO
DEMAND AREA
EXISTING DEMAND
ADDITIONAL DEMAND (2031) IN MLD
ADDITIONAL DEMAND (2041) IN MLD
1
GEMS & JEWELLERY
-
3
4
2
PROP. OHT () SEC-1
8
11
3
WTP (TARAPUR)
4
5
4
RELIANCE
-
9
15
5
WTP (SEZ-II) + BETMA SUMP+ BIJEPUR SUMP
9 (ONLY FOR WTP)
12
21
6
SMART CITY
-
4
5
7
EXIS. SUMP (SEC-3) + (NATRIP + UJJAINI)
9
20
29
TOTAL
27
60
90
9
WATER DEMAND DISTRIBUTION IN VARIOUS INDUSTRIES FROM SEZ II 1
SEZ II AREA
9
4.25
10
2
BETMA
-
7.0
10
3
BIJEPUR
-
0.75
1
WATER DEMAND DISTRIBUTION IN VARIOUS INDUSTRIES FROM SUMP S-3 1
EXI. OHT (S3)
8
12
2
NATRIP
10
15
3
UJJAINI
2
2
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INDUSTRIES EXISTING STATUS OF WATER SUPPLY SYSTEM IN INDUSTRIES LARGE SCALE INDUSTRY
MEDIUM SIZED INDUSTRY
SMALL SCALE INDUSTRY
100000 LITERS OF WATER PER DAY
50,000 LITERS OF WATER PER DAY
10,000 LITRES PER DAY
WATER AVAILABILITY THROUGH AKVN (2015-2018)
8.5- 12 MLD (IN SUMMER BASED ON TANKER)
AKVN SUPPLY THROUGH NARMADA KSHIPRA LINK (2020)
18 MLD
CURRENT INDUSTRIAL DEMAND
WATER RECYCLED BY INDUSTRIES
GW EXTRACTION
20-27 MLD
1 MLD (5%)
9.435 MLD
WATER CHARGES IN 2014
WATER CHARGES IN 2019
WATER CHARGES IN 2020
RS 20 PER 1,000 LITRE
RS 46.07 PER 1,000 LITRE
RS 1.60 CRORE TO RS 2 CRORE PER MONTH
WATER BILL
RS 1.60 CRORE TO RS 2 CRORE PER MONTH
METER CHARGE (CURRENT)
RS 1.55 PER KILOLITRE
COST OF WATER PURCHASED FROM NARMADA VALLEY DEVELOPMENT AUTHORITY (NVDA)
RS 26 PER KILO LITRE
*FOR GROUND WATER EXTRACTION BY INDUSTRIES IT IS ASSUMED THAT HALF OF THE INDUSTRIES HAVE BOREWELLS.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136
MAIN WATER SUPPLY (CENSUS 2011)
NO. OF HOUSEHOLD
PERCENTAGE
WATER SUPPLY (IN MLD)
1064
3.42
0.03774
SPRING
7
0.02
0.00024
RIVER/ CANAL
6
0.02
0.00023
TANK/ POND/ LAKE
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136
MAIN WATER SUPPLY (CENSUS 2011)
NO. OF HOUSEHOLD
PERCENTAGE
WATER SUPPLY (IN MLD)
COVERED WELL
402
1.29
0.01426
UNCOVERED WELL
227
0.73
0.00805
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136
MAIN WATER SUPPLY (CENSUS 2011)
NO. OF HOUSEHOLD
PERCENTAGE
WATER SUPPLY (IN MLD)
TUBE WELL/ BOREWELL
5192
16.68
0.18414
HANDPUMP
4257
13.67
0.15098
OTHER SOURCES (TANKER SUPPLY, BOTTLED WATER ETC.)
1130
3.63
0.04009
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136
MAIN WATER SUPPLY (CENSUS 2011)
NO. OF HOUSEHOLD
PERCENTAGE
WATER SUPPLY (IN MLD)
TAP WATER FROM TREATED SOURCE
16725
53.72
0.59316
TAP WATER FROM UN-TREATED SOURCE
2125
6.82
0.07536
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS MAIN WATER SUPPLY (CENSUS 2011)
NO. OF HOUSHOLD
PERCENTAGE
WATER SUPPLY (IN MLD)
TAP WATER FROM TREATED SOURCE
16725
53.71595581
0.593158
TAP WATER FROM UN-TREATED SOURCE
2125
6.824897225
0.075364
COVERED WELL
402
1.291109969
0.014257
UN-COVERED WELL
227
0.729059609
0.008051
HANDPUMP
4257
13.67227646
0.150976
TUBE WELL/BOREHOLE
5192
16.67523124
0.184136
SPRING
7
0.021508864
0.000238
RIVER/ CANAL
6
0.020824769
0.00023
TANK/ POND/ LAKE
1064
3.417266187
0.037735
OTHER SOURCES
1130
3.630312179
0.040088
TOTAL
31136
100
1.10
SOURCE OF WATER (CENSUS 2011)
NO. OF HOUSEHOLD
PERCENTAGE
WATER SUPPLY (IN MLD)
SURFACE WATER
19927
64.00045285
0.706725
GROUND WATER
11208
35.99798947
0.397508
TOTAL
31136
100
1.10
RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136
SOURCE OF WATER
SURFACE WATER
GROUND WATER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS RESIDENCES EXISTING STATUS OF WATER SUPPLY SYSTEM IN INDUSTRIES PER CAPITA DEMAND=ANNUAL REQUIREMENT(LITRES)/(365XDESIGN POPULATION) USE
CURRENT DEMAND (LPCD)
FUTURE DEMAND (LPCD)
DOMESTIC (OR LOW INCOME GROUP COLONIES/SMALL TOWNS)
35
135
COMMERCIAL
10
20
PUBLIC USE
5
10
FIRE FIGHTING
1
1
WASTE/THEFT
15% OF TOTAL CONSUMPTION IN A YEAR= 7.65
15% OF TOTAL CONSUMPTION IN A YEAR= 24.9
23.65
55.9
TOTAL
RAINFALL IN PITHAMPUR
850MM
RAINFALL VOLUME (IN MLD)
0.0765
CURRENT DEMAND
NATURAL RECHARGE
GW EXTRACTION
4.5 MLD
0.00612 MLD (8-10% OF ENDOWMENT)
1.590032 MLD
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS RESIDENCES
PRIVATE WATER MARKET MAJOR USERS OF GROUND WATER • • • •
BOREWELLS, HANDPUMPS, WELLS RESIDENTIAL COMMERCIAL INDUSTRIAL
WHY PRIVATE MARKET? • RAPID URBANIZATION • INADEQUATE WATER SUPPLY • POLLUTION AND DEPLETION OF WATER RESOURCES
CONCLUSION MAIN WATER SUPPLY (CENSUS 2011)
NO. OF HOUSEHOLD
PERCENTAGE
WATER SUPPLY (IN MLD)
OTHER SOURCES (TANKER SUPPLY, BOTTLED WATER ETC.)
1130
3.63
0.04009
DEPENDENCY ON PRIVATE SUPPLIERS IS MORE IN THESE AREAS. (SPECIALLY IN SUMMERS)
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS GW ANALYSIS
GW RECHARGE
AIM OF THE PROJECT
•
1.00612 MLD
PROTECTING GROUND WATER IN PITHAMPUR INDUSTRIAL CITY.
GW EXTRACTION OBJECTIVE OF THE PROJECT
11.025032 MLD
1.
TO FILL THE GAP BETWEEN RECHARGE & EXTRACTION.
2.
TO REVIVE SHALLOW AQUIFER WHICH IN PROCESS BRING BACK THE LIFE OF DEEP AQUIFER.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
WATER BODIES IN MINIMUM WATER SPREAD: 32 HA. (JUNE) MINIMUM CAPACITY: .3 Mcum (JUNE)
THE TOWN WOULD MAXIMUM WATER SPREAD: 269 HA. (FEBRUARY) HELP DRAINING
MAXIMUM CAPACITY: 23.94 Mcum (FEBRUARY)
THE AREA FASTER WATERBODY- 1
WATERBODY- 1
300
PRESUMING THAT THE LAND SLOPE IS
250
200
ENABLING IT. THIS
150
WOULD HELP
100
RECHARGE
50
GROUND WATER.
0
Water Spread Area(Ha)
Capacity (Mcum)
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
WATER BODIES IN THE TOWN WOULD HELP DRAINING
THE AREA FASTER PRESUMING THAT MINIMUM WATER SPREAD: 0 (MAY-JUNE)
MAXIMUM WATER SPREAD: 6 HA. (DECEMBER)
THE LAND SLOPE IS
MINIMUM CAPACITY: 0 (MAY-JUNE)
MAXIMUM CAPACITY.09 MCUM (DECEMBER)
ENABLING IT. THIS
WATERBODY-2
WOULD HELP RECHARGE GROUND WATER.
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
WATER BODIES IN THE TOWN WOULD HELP DRAINING
THE AREA FASTER MINIMUM WATER SPREAD: 0 (MAY-JUNE)
MINIMUM CAPACITY: 0 (MAY-JUNE)
MAXIMUM WATER SPREAD: 13 HA. (FEBRUARY)
MINIMUM CAPACITY: 0 (MAY-JUNE)
PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP
WATERBODY- 3
RECHARGE GROUND WATER.
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
WATER BODIES IN THE TOWN WOULD HELP DRAINING
THE AREA FASTER
WATERBODY-4
PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER. MINIMUM WATER SPREAD: 0 (MARCH-JUNE)
MINIMUM CAPACITY: 0 (MARCH-JUNE)
MAXIMUM WATER SPREAD: 2 HA. (SEPTEMBER)
MAXIMUM CAPACITY.03 MCUM (SEPTEMBER)
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
WATER BODIES IN THE TOWN WOULD HELP DRAINING MINIMUM WATER SPREAD: 0 (MAY-JUNE)
MINIMUM CAPACITY: 0 (MAY-JUNE)
THE AREA FASTER
MAXIMUM WATER SPREAD: 7 HA. (FEBRUARY)
MAXIMUM CAPACITY: .13 MCUM (FEBRUARY)
PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.
WATERBODY-5 Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
WATER BODIES IN THE TOWN WOULD HELP DRAINING MINIMUM WATER SPREAD: 0 (MARCH-JUNE)
MINIMUM CAPACITY: 0 (MARCH-JUNE)
THE AREA FASTER PRESUMING THAT
MAXIMUM WATER SPREAD: 21 HA. (OCTOBER-FEBRUARY)
WATERBODY-6
MAXIMUM CAPACITY.3 MCUM (OCTOBER-FEBRUARY)
THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS MINIMUM WATER SPREAD: 0 (MAY-JUNE)
MINIMUM CAPACITY: 0 (MAY-JUNE)
MAXIMUM WATER SPREAD: 25 HA. (FEBRUARY)
MAXIMUM CAPACITY: .4 MCUM (FEBRUARY)
SURFACE WATER
WATERBODY-7
WATER BODIES IN THE TOWN WOULD HELP DRAINING
THE AREA FASTER PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS
WATERBODY-8
SURFACE WATER
WATER BODIES IN THE TOWN WOULD HELP DRAINING
THE AREA FASTER PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.
MINIMUM WATER SPREAD: 0 (MAY-JUNE)
MINIMUM CAPACITY: 0 (MAY-JUNE)
MAXIMUM WATER SPREAD: 22 HA. (SEPTEMBER)
MAXIMUM CAPACITY.4 MCUM (SEPTEMBER)
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
WATERBODY-9
ANALYSIS SURFACE WATER
WATER BODIES IN THE TOWN WOULD HELP DRAINING
THE AREA FASTER PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE MINIMUM WATER SPREAD: 0 (JUNE)
MINIMUM CAPACITY: 0 (JUNE)
MAXIMUM WATER SPREAD: 32 HA. (FEBRUARY)
MAXIMUM CAPACITY: .6 MCUM (FEBRUARY)
GROUND WATER.
Source: Google Earth
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER FEBRUARY
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS SURFACE WATER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS PRIMARY SURVEY • ACCORDING TO SURVEY, THE GROUND WATER QUALITY OF THE PITHAMPUR AREA
SAMPLE SIZE-70
WAS GOOD BEFORE THE ESTABLISHMENT OF THE INDUSTRIES AND HAS
DETERIORATED SIGNIFICANTLY AFTER THE ESTABLISHMENT OF INDUSTRIES.
• IT WAS ALSO OBSERVED THAT THE UNDER GROUND WATER QUALITY OF OLDEST INDUSTRIAL REGION OF THE AREA WAS MOST AFFECTED.
• PITHAMPUR INDUSTRIAL AREA HAS NO PROPER DRAINAGE SYSTEM, WHICH MAY BECOME A MAJOR PROBLEM FOR DRINKING WATER CONTAMINATION.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS PRIMARY SURVEY SAMPLE SIZE-70
MAIN SOURCE OF WATER SUPPLY IS PMC IN MOST AREAS WITHIN PREMISES, WHICH PROVIDES RESTRICTED HOUR SUPPLY OF WATER WHICH IS MOSTLY ½ HOUR. WATER IS USUALLY CLEAN. WATER SCARCITY HAS BEEN EXPERIENCED DURING SUMMER SEASON. BOREWELL IS THE SECOND MAIN SOURCE OF WATER SUPPLY FOLLOWED BY TANKERS AND HANDPUMP. USUAL DEPTH IS 200-300 M. BOREWELL HAS HARD WATER AND LEAVE STAIN ON SURFACES. WATER QUALITY IS POOR AT PLACES DUE TO INDUSTRIAL EFFLUENT. DRAINS AND OTHER NEARBY SOURCE HAS KEROSENE LIKE ODOUR.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
NALA NEARBY (WASTE WATER RELEASED BY
ANALYSIS
INDUSTRY REGULARLY, PMC CLEANS IT REGULARLY)
PRIMARY SURVEY
ANALYSIS (WARD-10, WARD-31)
ANALYSIS (WARD-3)
•
BOREWELL (300 FT. DEEP)
•
•
NO PMC WATER SUPPLY LINE
•
WATER AVAILABLE THROUGHOUT YEAR
•
BORE WELL (WATER AVAILABLE THROUGHOUT YEAR)
•
HARD WATER, STAINS SURFACES
•
RESTRICTED HOUR OF WATER SUPPLY (1/2 HR.)
•
WASTE DISPOSED AROUND HOUSE
•
CLEAN WATER
•
WATER LOGGING AT SQUARE
SAMPLE SIZE-70 PARAMETERS
RESULTS
WATER CONSUMPTION/DAY/FAMILY ANALYSIS (WARD-21)
•
PMC WATER SUPPLY LINE
•
BLACK WATER
•
RESTRICTED HOUR OF WATER SUPPLY (1/2 HR.)
•
EXTREME HARD WATER, STAINS SURFACES
0-50 LIT
44%
50-100 LIT
18%
100-150 LIT
10%
150-200 LIT
28%
ODOUR OF WATER UNOBJECTIONABLE
76%
KEROSENE LIKE SMELL
24%
TASTE OF WATER UNOBJECTIONABLE
10%
TASTELESS
48%
SALTY
42%
WATER USE FOR THE PURPOSE ANALYSIS (WARD-5, WARD-8, WARD-11, WARD-14, WARD-17 WARD-18)
DRINKING
18%
•
PMC WATER SUPPLY LINE, CLEAN WATER
WASHING & CLEANING
57%
•
HANDPUMP, DIRTY
AGRICULTURE
25%
•
RESTRICTED HOUR OF WATER SUPPLY (1/2 HR.)
•
WATER SCARCITY IN SUMMER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS WATERBODY- 9
LAND SUITABILITY SLOPE WATERBODY- 8
WATERBODY- 7
ANALYSIS: ▪ WATERBODY- 4
UNDULATION HELPS DRAINAGE
▪
STEEP SLOPES IN SECTOR I HAVE PROVIDED A FASTER
MIGRATION OF LEACHATES IN WATERBODY- 5
GROUNDWATER
WATERBODY- 6 WATERBODY- 3
RESULTING IN AN
WATERBODY- 2 WATERBODY- 1
ELEVATED
CONCENTRATION.
ANALYSIS LAND SUITABILITY DRAINAGE
• THE INDUSTRIES ARE LOCATED IN TWO SUB-WATERSHEDS, NAMELY, GAMBHIR RIVER SUB-
TRIBUTARIES OF CHAMBAL RIVER
TRIBUTARIES OF GAMBHIR RIVER
WATERSHED AND CHAMBAL
RIVER SUB-WATERSHED. • THE STUDY AREA IS AN UNDULATING TERRAIN OF BASALTIC FLOWS AND IS DRAINED MAINLY BY THE
NORTHWEST AND SOUTHWEST FLOWING TRIBUTARIES OF THE CHAMBAL RIVER AND NORTHEAST FLOWING TRIBUTARIES OF THE GAMBHIR RIVER.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS LAND SUITABILITY DRAINAGE
• THE INDUSTRIES ARE LOCATED IN TWO SUB-WATERSHEDS, NAMELY, GAMBHIR RIVER SUBWATERSHED AND CHAMBAL
RIVER SUB-WATERSHED. • THE STUDY AREA IS AN UNDULATING TERRAIN OF BASALTIC FLOWS AND IS DRAINED MAINLY BY THE
NORTHWEST AND SOUTHWEST FLOWING TRIBUTARIES OF THE CHAMBAL RIVER AND NORTHEAST FLOWING TRIBUTARIES OF THE GAMBHIR RIVER.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS LAND SUITABILITY DRAINAGE •
THE CHAMBAL SUB-WATERSHED HOSTS THE SECTORS II, III, AND THE SEZ UNITS COVERING AN AREA OF 210 SQ. KM.
•
THE GAMBHIR SUB-WATERSHED HOSTS SECTOR I COVERING AN AREA OF 90 SQ. KM.
•
THE CONTOURS INDICATE THAT THE GROUNDWATER FLOW DIRECTION IS FROM SECTORS II, III, AND SEZ TOWARDS THE CHAMBAL RIVER.
•
THE GROUNDWATER FLOW DIRECTION IS TOWARDS THE NORTH-EAST AND THAT IT FLOWS FROM THE INDUSTRIAL CLUSTER TOWARDS THE GAMBHIR RIVER.
•
ON AVERAGE, THE WATER TABLE RISES BY 15 M DUE TO THE MONSOON.
•
THE WATER LEVEL CONTOURS INDICATE THAT THE WATER TABLE RISES BY APPROXIMATELY 10 M IN THE POST-MONSOON SEASON (OCTOBER, 2004).
•
INDUSTRIAL ESTABLISHMENTS ARE VERY RECENT IN SECTORS II AND III AND THE MOST RECENT IN SEZ AREA OF PITHAMPUR.
•
THE INDUSTRIAL UNITS HAVE BEEN FUNCTIONING SINCE 1990.
•
THE ASSIMILATION CAPACITY OF THE TOP FORMATIONS CONTAINED THE CONTAMINANTS IN THE SOIL AND THEREBY NOT MUCH GROUNDWATER CONTAMINATION COULD BE FOUND IN THESE THREE SECTORS OF THE CHAMBAL SUB WATERSHED.
•
STEEP SLOPE TOWARDS THE GAMBHIR RIVER PROVIDED FASTER MIGRATION OF CONTAMINANTS.
•
GROUNDWATER CONTAMINATION MAY SLOWLY BUILD UP IN THE CHAMBAL SUBWATERSHED OVER A PERIOD OF 10–15 YEARS, WHEN INDUSTRIES WOULD OPERATE AT THEIR FULL DESIGNED PRODUCTION LEVELS.
•
THE SECTOR I INDUSTRIAL UNITS ARE OLD AND THE WASTEWATER DISPOSAL HAS BEEN CONTINUING FOR A LONGER PERIOD IN THE GAMBHIR SUB-WATERSHED. ALSO THE INDUSTRIAL UNITS ARE CLOSELY SPACED.
THE CONTAMINATION OF GROUNDWATER HAS BEEN MORE SEVERE IN THE GAMBHIR WATERSHED AS COMPARED TO THE CHAMBAL WATERSHED.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS LAND SUITABILITY DRAINAGE
CHAMBAL SUB WATERSHED- GROUND WATER LEVEL- JUNE
GAMBHIR SUB WATERSHED- GROUND WATER LEVEL- OCTOBER
GAMBHIR SUB WATERSHED- GROUND WATER LEVEL- OCTOBER
CHAMBAL SUB WATERSHED- GROUND WATER LEVELOCTOBER
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
LANDFORM: VALLEY
ANALYSIS LANDFORM: PLATEAU UNDISSECTED LANDFORM: PLATEAU MODERATELY DISSECTED
LAND SUITABILITY GROUNDWATER PROSPECTS
LANDFORM: PLATEAU SLIGHTLY DISSECTED ROCK
LANDFORM: PLATEAU WEATHERED
TYPE:
AA'
COMPOUND
AND
'PAHOEHOE'
BASALTIC LAVA FLOWS WITH A MEGA PORPHYRITIC FLOW AT THE
TOP
AND
AN
INTERTRAPPEAN BED AT 520M IN
THE
EASTERN
PART
(8
FLOWS)/ INDORE FM/ MALWA GROUP/DECCAN
TRAP/
CRETACEOUS TO PALEOCENE.
LANDFORM: BUTTE
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS
ROCK TYPE: AA' AND COMPOUND 'PAHOEHOE' BASALTIC LAVA FLOWS WITH A MEGA PORPHYRITIC FLOW AT THE TOP AND AN INTERTRAPPEAN BED AT 520M IN THE EASTERN PART (8 FLOWS)/ INDORE FM/ MALWA GROUP/DECCAN TRAP/ CRETACEOUS TO PALEOCENE.
LAND SUITABILITY
*VALLEY FILL-SHALLOW (VFS) **PEDIPLAIN-MODERATE (PPM)
MAP UNIT
(HYDRO GEOMORPHIC UNIT)
GROUNDWATER PROSPECTS
DEPTH TO WATER LEVEL
RECHARGE CONDITION
SUMMER/ PREMONSOON (AVERAGE IN METERS)
GROUNDWATER PROSPECTS
RECHARGE STRUCTURES SUITABLE & PRIORITY
REMARKS
AQUIFER MATERIAL
TYPE OF WELL SUITABLE
DEPTH RANGE OF WELL
YIELD RANGE OF WELLS (EXPECTED)
HOMOGENEITY IN THE UNIT & SUCCESS RATES OF WELLS
QUALITY OF WATER
GROUND WATER IRRIGATED AREA
BASED ON AVAILABILITY OF WATER (RAINFALL & OTHER SOURCES)
LS= LOOSE SEDIMENTS PR= PERMEABLE ROCK FIR= FISSURED ROCK FR= FRACTURED ROCK WR= WEATHERED ROCK IR= IMPERVIOUS ROCK
DW= DUG WELL RW= RING WELL BW= BORE WELL TW= TUBE WELL DBW/ DTW= DUG CUM BORE/ TUBE WELL
(SUGGESTE D) MIN-MAX IN METERS
(In LPM or m3 per day)
(PROBABILITY) VERY HIGH HIGH MODERATE LOW
POTABLE (P) NON POTABLE (NP)
(APPROX. RANGE IN PERCENTA GE)
PT= PERCOLATION TANK CD= CHECK DAM NB= NALA BUND RW= RECHARGE WELL DT= DESILTING OF TANK RP= RECHARGE PIT
(PROBLEM/ LIMITATIONS)
5-8 M
GOOD
WR + FIR
DW BW
12-15 M 16-18 M
75-100 cu.m/day 150-200 lpm
MODERATE MODERATE
P
20-25
RP/ PT HiIGH PRIORITY
WEATHERED AND FISSURED GNEISS FORM AQUIFER. VERY GOOD PROSPECTS AS IT RECEIVES RUN-OFF WATER FROM OTHER UNITS. LINEAMENT ZONES FORM HIGH POTENTIAL ZONES.
10-18 M
MODERATE
WR + FIR
BW
80-100 M
75-100 lpm
MODERATE
P
5-10
RP/ PT MODERATE PRIORITY
WEATHERED AND FISSURED GNEISS FORM AQUIFER. MORE RUN-OFF AS IT FORMS TOPOGRAPHIC HIGH. BETTER PROSPECTS IN THE VICINITY OF PPM** AND VFS*.
15-20 M
LIMITED
WR + FIR
BW
90- 110 M
20-30 lpm
LOW
P
Negligible
RP/ PT MODERATE PRIORITY
WEATHERED AND FISSURED GNEISS FORM AQUIFER. CONSIDERABLE RUN-OFF DUE TO DISSECTION, RELIEF, SLOPE AND ROCK OUT CROPS. . EXPLOITATION CAN BE MINIMIZED THROUGH PLANTATION. BETTER PROSPECTS IN VALLEY PORTIONS.
-
POOR
WR + FIR
BW
90- 110 M
15-25 lpm
LOW
P
Nil
NOT REQUIRED
WEATHERED AND FISSURED GNEISS FORM AQUIFER. MORE RUN-OFF DUE TO FREQUENT ROCK OUT CROPS. PROSPECTS LIMITED TO AREAS FREE OF ROCK OUT CROPS NOT SUITABLE FOR GROUND WATER DEVELOPMENT. NO HABITATIONS.
P
RUN OFF-ZONE; NOT SUITABLE FOR GROUND WATER DEVELOPMENT.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS GROUNDWATER
GROUNDWATER CONDITION AND CONCLUSION: • AQUIFER IS OF UNCONFINED NATURE. • WATER YIELD- THESE FORMATIONS HAVE HIGHLY VARIABLE YIELD 10–750 M3/DAY. • OVEREXPLOITATION OF GROUNDWATER BY INDUSTRIES AND FARMERS IN NEARBY VILLAGES. • EXCESSIVE BORING IN THE WATER-STARVED AREA HAS FURTHER RENDERED THE LITTLE RESOURCE AVAILABLE. HARD WATER IS UNSUITABLE FOR AGRICULTURAL USE. • THE AQUIFER IS VULNERABLE TO GROUNDWATER CONTAMINATION. DUE TO THE SHALLOW GROUNDWATER TABLE CONDITIONS, HAND-PUMPS AND OPEN WELLS ARE PREDOMINANTLY USED FOR DOMESTIC WATER CONSUMPTION. • IT IS OBSERVED THAT ALREADY POLLUTION HAS REACHED SHALLOW AQUIFERS CAUSING CONCERN IN RESIDENT.
• THE OVER EXPLOITATION OF GROUNDWATER ESPECIALLY IN THE HARD ROCK AREAS HAVE RESULTED IN A DECLINE IN THE GROUNDWATER LEVEL BY 15–20 M. • THE GOVERNMENT AGENCY HAS FAILED TO MEET THE DAILY WATER REQUIREMENT AND PROBLEM BECOMES VERY ACUTE DURING SUMMER.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ANALYSIS INSTITUTION INSTITUTION:
•
WATER SUPPLY IS CURRENTLY UNDER PMC I.E. PITHAMPUR MUNICIPAL CORPORATION.
•
FUNCTION INCLUDE SOURCING, ESTABLISHING NETWORK, MAINTENANCE, COLLECTION OF
CHAIRMAN ULB
CHIEF MUNICIPAL OFFICER (CMO)
USER CHARGES. •
THE PHED IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THE SCHEMES/PROJECTS
31 WARD COUNSELLORS
WATER SUPPLY
RELATED TO WATER SUPPLY AND SEWERAGE BOTH IN THE URBAN AND RURAL AREAS OF THE STATE. •
WATER INSPECTOR
AKVN (NOW MPIDC) SUPPLEMENTS THE WATER SUPPLY FOR INDUSTRIES. THE PRESENT SYSTEM OPERATED BY AKVN (NOW MPIDC) CONSISTS OF AN INTAKE WELL CUM PUMP HOUSE
PUMP ATTENDANT
SITUATED NEAR SANJAY JALASHAYA. PLUMBER
FIG: ORGANIZATIONAL STRUCTURE OF PITHAMPUR MUNICIPALITY. (WATER SUPPLY)
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
SCHEMES SCHEMES FOR GROUND WATER JAL JEEVAN MISSION (HAR GHAR
AKSHAY JAL SANCHAY YOJNA
IT IS A CAMPAIGN FOR WATER
COMPONENT OF JAL
INTEGRATED DEMAND AND
TO PROVIDE PIPED DRINKING
IT IS A CENTRAL SECTOR
CONSERVATION AND WATER
SHAKTI ABHIYAN RUNS IN MP. (TO
SUPPLY-SIDE MANAGEMENT OF
WATER TO EVERY RURAL HOME BY
SCHEME WORTH RS.6,000
SECURITY IN THE COUNTRY
PROMOTE RAIN ROOF WATER
WATER AT THE LOCAL LEVEL,
2024. IT IS A COMPONENT OF THE
CRORE FOR SUSTAINABLE
THROUGH A COLLABORATIVE
HARVESTING AND PROTECTING
INCLUDING CREATION OF LOCAL
GOVERNMENT’S JAL JIVAN
MANAGEMENT OF
EFFORT OF VARIOUS MINISTRIES
OUR WATER BODIES).
INFRASTRUCTURE FOR SOURCE
MISSION.
GROUNDWATER WITH
JAL)
NAL SE JAL YOJANA
THE ATAL BHUJAL YOJANA
JAL SHAKTI ABHIYAN
(ABHY)
OF THE GOVERNMENT OF INDIA
SUSTAINABILITY. THE TOTAL
COMMUNITY PARTICIPATION.
AND STATE GOVERNMENTS.
ALLOCATION TO THE SCHEME IS
IMPLEMENTED BY MINISTRY
OVER ₹3 LAKH CRORE
OF JAL SHAKTI.
FINDING: UNDER JAL SHAKTI ABHIYAN PITHAMPUR GOVERNMENT INSTITUTIONS MUST HAVE RAIN WATER HARVESTING.
ANALYSIS
OTHER EXISTING SCHEMES FOR PITHAMPUR AMRUT (ATAL MISSION FOR REJUVENATION AND URBAN TRANSFORMATION)- THE AIM OF
MAGNIFICENT MADHYA PRADESH- TO MAKE MADHYA PRADESH THE EMERGING
PROVIDING BASIC CIVIC AMENITIES LIKE WATER SUPPLY, SEWERAGE, URBAN TRANSPORT,
INNOVATION HUB, GOVERNMENT INITIATIVES WERE ANNOUNCED FOR THE CREATION
PARKS AS TO IMPROVE THE QUALITY OF LIFE FOR ALL ESPECIALLY THE POOR AND THE
OF AN ECOSYSTEM FOR START-UPS AND INNOVATORS, ENHANCEMENT OF NETWORK
DISADVANTAGED. THE MAJOR PROJECT COMPONENTS ARE WATER SUPPLY SYSTEM,
CONNECTIVITY, AND INITIATIVES TO SUPPORT INDUSTRIES IN THE IT/ITES/ESDM
SEWERAGE, SEPTAGE, STORM WATER DRAINAGE, URBAN TRANSPORT, GREEN SPACE AND
SECTORS. ONE OF THE PROJECT IS THE PITHAMPUR WATER SUPPLY PROJECT WORTH
PARKS, REFORMS MANAGEMENT AND SUPPORT, CAPACITY BUILDING ETC. IN THAT ORDER OF
RS 225 CRORE.
PRIORITY.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS
SNO.
PROJECT
RECHARGE (IN MLD) DURATION (IN YEARS)
COSTING (IN CRORE)
TYPE OF INTERVENTION
FUNDING MAGNIFICENT MP
1
LAKE RECHARGE
72
15
8.37
PROJECT
a.
SANJAY JALASHAY LAKE RECHARGE
15
3
3.12
PROJECT
b.
LAKE-2 RECHARGE
6
2
0.58
c.
LAKE-3 RECHARGE
3
2
0.39
e.
LAKE-4 RECHARGE
6
2
0.58
f.
LAKE-5 RECHARGE
6
2
0.58
g.
LAKE-6 RECHARGE
9
3
0.78
h.
LAKE-7 RECHARGE
9
3
0.78
i.
LAKE-8 RECHARGE
9
3
0.78
J.
LAKE-9 RECHARGE
9
3
0.78
PROJECT
2
PARK TYPE STRUCTURE
1060
3
4.114
PROJECT
AMRUT YOJANA
A
PARKS
94
3
0.387
B
INSTITUTES (FUTURE)
162
3
0.412
C
INDUSTRIES (50% EXISTING)
214
3
0.882
D
INDUSTRIES (FUTURE)
590
3-A
ABANDONED DUG WELL
61
2
7.054
PROJECT
ATAL BHUJAL YOJANA & MAGNIFICENT MP
3-B
RECHARGE PITS NEAR BOREWELL
187
2.5
4.988
PROJECT
GRAND TOTAL
1380
5
RAIN WATER HARVESTING
6
TOTAL COSTING
2.433
24.526
POLICY
JAL SHAKTI
WATER ATM
RECOMMENDATION
AMRUT YOJANA
7
GROUND WATER MONITORING CELL
RECOMMENDATION
8
GROUND WATER TARIFF & GUIDELINES
RECOMMENDATION
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS FUNDING
S.NO
SCHEME
TOTAL FUNDING
PROJECT
1
Atal Bhujal Yojana
INR 6000 crore
ABANDONED WELL
2
MAGNIFICENT MADHYA PRADESH
INR 225 crore.
LAKE RECHARGE
3
AMRUT YOUJNA
INR 95 crore.
PARK TYPE STRUCTURE, WATER ATM
4
JAL SHAKTI
INR 30478 CRORE
RWH
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 1. LAKE RECHARGE TO RECHARGE URBAN WATER SOURCE, SANJAY JALASHAY SO AS KEEP UP THE WATER LEVEL THROUGHOUT THE YEAR.
SANJAY JALASHAY
EXISTING CONDITION OF SANJAY JALASHAY PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 1. LAKE RECHARGE WHY RECHARGE WELLS? INFILTRATION THROUGH RECHARGE WELLS IS TECHNICALLY VISIBLE FOR THIS AREA OWING TO ITS PRE DOMINANT USAGE IN AQUIFERS WHERE THE SHALLOW AQUIFERS HAS DRIED AND EXISTING TUBE WELLS ARE TAPPED IN DEEPER AQUIFER. LOCATION OF RECHARGE WELL THE LOCATION OF RECHARGE WELL HAS BEEN SELECTED ON THE BASIS OF NATURAL SLOPE OF THE LAKE. THE RECHARGE SHAFT ALONG WITH THE PERCOLATION TANK WILL BE PROVIDED IN THE ENCIRCLED AREA. DEPTH OF RECHARGE SHAFT THE POTENTIAL AQUIFER AT 120M HAS BEEN SELECTED DUE TO PRESENCE OF SUBSTANTIAL AQUIFER AT LOWER DEPTHS THAN OTHER OPTIONS MAKE IT ECONOMICALLY VIABLE. THICKNESS OF AQUIFER IS AROUND 20M THE RECHARGE WELL WILL BE PROVIDED UP TO 142M OF DEPTH. WHY PERCOLATION PIT? IT FACILITATES FREQUENT CLEANING OF WELL SO AS TO AVOID CLOGGING DUE TO FINE SAND PARTICLES AND ACT AS RAPID SAND FILTER IN ORDER TO TREAT THE WATER ENTERING IT FROM THE LAKE. DESIGN THERE WILL BE THREE PERCOLATION PITS IN ALL CONNECTED TO A SINGLE RECHARGE SHAFT. (FROM SECTIONAL ELEVATION) THE WATER WILL BE NATURALLY DRAINED INTO THE PERCOLATION PITS WHICH WILL TRANSMIT THE WATER FURTHER TO THE RECHARGE SHAFT THROUGH GRAVITY. THE PLAN OF THE SAME HAVE BEEN DETAILED. THIS PROPOSAL SHALL FACILITATE 61.31% OF WATER OF TOTAL WHICH CAN BE INFILTERED.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 1. LAKE RECHARGE
DRAINAGE
SLOPE
GROUND WATER
TOPOGRAPHY
LAND SUITABILITY ANALYSIS PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 1. LAKE RECHARGE PERCOLATION PIT RECHARGE WELL
COST OF PILOT PROJECT COST OF THE PROJECT WILL BE AROUND 8.37 CRORE. (RECHARGE OF 9 LAKES)
DURATION OF PILOT PROJECT TENTATIVE DURATION OF THE PROJECT IS AROUND 2 TO 3 YEAR. (EACH LAKE)
SOURCE OF FUNDING FOR THE PILOT PROJECT THE INITIATIVE CAN BE TAKEN UNDER MAGNIFICENT MADHYA PRADESH BY A COLLABORATION OF COMMUNITY PARTICIPATION ALONG WITH SCHEMES IN ORDER TO CREATE AWARENESS AMONG THE PEOPLE REGARDING THE RESPONSIBILITY TOWARDS GROUND WATER RECHARGE.
CONCLUSION • WATER UP TO 72MLD CAN BE RECHARGED. (ALL LAKES) • MEETING THE SUPPLY DEMANDS IN FUTURE • DECREASING THE WATER STRESS AND INCREASING THE RECHARGE RATIO IN THE CITY
DESIGN PROPOSAL FOR RECHARGE WELL AND PERCOLATION PIT FOR SANJAY JALASHAY. PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
FOR ALL RECHARGE WELL
S.NO
ITEMS
COST
UNIT
1
RECHARGE WELL SYSTEM
0.78
CRORE
2
4 RECHARGE SYSTEM
3.12
CRORE
TOTAL
3.12
CRORE
PROJECTS & PROPOSALS COSTING
1. LAKE RECHARGE
SANJAY JALASHAY LAKE RECHARGE
FOR ONE RECHARGE WELL S.NO
ITEMS
COST
UNIT
1
CONNECTION TO SANJAY JALASHAY (INCLUDING RECHARGE WELL)
24
LAKH
2
PERCOLATION PIT
54
LAKH
TOTAL
78
LAKH
FOR THREE PERCOLATION PIT
S.NO
EXISTING CONDITION
QUANTITY
1
AREA OF THE LAKE
2690000
2
DEPTH OF THE LAKE
4
3
CAPACITY OF THE LAKE
23.942
S.NO
INFRASTRUCTURE ELEMENTS
COST
UNIT
4
ANNUAL AVERAGE RAINFALL
1
PERCOLATION PIT X 3
18(PER PIT)
LAKH
5
EVAPORATION LOSS (25%)
571625
10 X 6 X 15 M
54
LAKHS
6
WATER STORED IN LAKE ANNUALLY
2286500
7
WATER WHICH CAN BE INFILTERED
171487.5
8
WATER RECHARGED
FOR ONE PERCOLATION PIT S.NO
ITEM
DIMENSIONS
COST (RS)
1
EXCAVATION
INCLUDES DRIVER & FUEL
145000
2
BORING & GRAVEL
250 MM DIAMETER
855000
3
STRAINER PIPE THE PIPE
200 MM FINOLEX PIPE OF 6 KG/SQCM
500000
4
PIT DIGGING
10.0 M X 6.0 M X 15.0 M
150000
5
BROKEN BRICKS (HALF BAKED)
340.312 CUM (OR 2.5 BRASS)
150000
TOTAL
850
15
1800000
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE
PROJECTS & PROPOSALS PHASING
1. LAKE RECHARGE
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
• TOTAL NUMBER OF PARKS: 47
PROJECTS & PROPOSALS 2. PARK-TYPE STRUCTURE COST OF PILOT PROJECT COST OF THE PROJECT WII BE AROUND 4.114 CRORE.
DURATION OF PILOT PROJECT TENTATIVE DURATION OF THE PROJECT IS AROUND 3 YEARS.
SOURCE OF FUNDING THE INITIATIVE CAN BE TAKEN UNDER AMRUT YOJANA BY A COLLABORATION OF COMMUNITY PARTICIPATION.
CONCLUSION THE STORM WATER DRAINS CAN BE CONNECTED TO PERCOLATION PITS AND RECHARGE TANKS.
RECHARGING GROUND WATER UTILIZING PARK RECHARGE TECHNIQUE THE DESIGN OF PERCOLATION PIT IS DONE CONSIDERING THE CATCHMENT AREA OF PARK, INFILTRATION RATE OF SOIL, PEAK RAINFALL ETC. WITH TWO PERCOLATION TANK OF DIMENSION 10M X 6M X 20M AND RECHARGE SHAFT OF 250MM DÍA PIPE BY PROVIDING ONE STRAINER AT THE DEPTH OF 125M TO 135M. IT WILL BE ABLE TO RECHARGE 23.5% OF THE AVAILABLE WATER ANNUALLY INTO THE AQUIFER CONSIDERING ALL THE PHYSICAL AND NATURAL LOSSES.
• THE INITIATIVE OF RECHARGING GROUND WATER BY UTILIZING PARK WILL CONTRIBUTE TO MAXIMUM OF 100 MLD (BY EACH PROJECT) OF WATER TO THE TOTAL WATER DEMAND OF THE CITY DAILY WHICH MAY NOT BE SIGNIFICANT BUT THERE IS A MAJOR POTENTIAL OF RECHARGING THROUGH THE PARKS AND SAME INITIATIVE CAN BE TAKEN IN OTHER PARKS WHICH HELP IN RECHARGING THE AQUIFER EFFECTIVELY AND HELP IN REDUCING WATER STRESS OF THE CITY AND ON FUTURE STORM WATER TRUNK BY UTILIZING WATER FOR RECHARGING.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 2. PARK-TYPE STRUCTURE
PARK TYPE STRUCTURES •
PARKS OF RESIDENTIAL COLONIES AND INSTITUTIONAL AREAS OF URBAN AGGLOMERATE CAN BE FRUITFULLY UTILIZED FOR RECHARGE TO GROUND WATER.
•
RAINWATER FROM THE CATCHMENT OF PARK AS WELL AS SURROUNDING AREA IS DIVERTED TOWARDS THE PARK WHICH IS EXCAVATED IN A BASIN TYPE DEPRESSION TO ACCOMMODATE THE RAINWATER FROM THE ELEVATED SURROUNDING AREA.
•
THE WATER IS RECHARGED THROUGH RECHARGE SHAFT/ RECHARGE WELLS OR RECHARGE PIT DEPENDING UPON THE HYDROGEOLOGICAL CONDITIONS AND DEPTH OF UNCONFINED AQUIFER.
•
PARK TYPE STRUCTURE IS USED AS RAIN WATER HARVESTING AND RECHARGE STRUCTURE DURING MONSOON AND PLAY GROUND IN OTHER SEASONS.
•
DEPTH OF EXCAVATION OF PARK IS SUCH THAT THE SLOPE IS IN THE RATIO OF 8:1 IN THE COLLECTOR BASIN AND 4:1 IN THE RECHARGE BASIN.
ARTIFICIAL GROUND WATER RECHARGE: STRUCTURES WITH PARK (INSTITUTIONS & INDUSTRIES IN CASE OF PITHAMPUR) HAVE THE POTENTIAL FOR INSTALLATION OF PARK TYPE STRUCTURES. INSTITUTION & INDUSTRIAL LEVEL INTERVENTION PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 2. PARK-TYPE STRUCTURE RESIDENTIAL & INSTITUTIONS : NORTH-WEST & SOUTH-EAST PART: • HAVE MAJORITY OF INDUSTRIAL & RESIDENTIAL. WITH MINIMUM OPEN SPACES. • RESIDENTIAL BUILDING HEIGHT RANGES FROM G TO G+2. • AREA HAS CLOSE BUILT FABRIC. NORTH-EAST PART: • HAVE MAJORITY OF INDUSTRIAL & OPEN SPACES. • CLUSTER OF RESIDENTIAL AREAS ARE PRESENT IN CLOSE BUILT FABRIC. • RESIDENTIAL BUILDING HEIGHT RANGES FROM G TO G+2. SOUTH-WEST PART. • HAVE MAJORITY OPEN SPACES & RESIDENTIAL. • RESIDENTIAL BUILDING HEIGHT RANGES FROM G TO G+2. • RESIDENTIAL AREA HAS CLOSE BUILT FABRIC.
PARKS •
PARKS WITH EXISTING BOREWELLS.
•
PARKS WITHOUT EXISTING BOREWELLS.
INDUSTRIAL AREA: •
WITH PARK
•
WITHOUT PARK
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS COSTING SNO.
PROJECTS
INFRASTRUCTURE ELEMENTS
COST IN THOUSAND
1
PARK TYPE STRUCTURE
DOWN SPOUTS
500
LEAF SCREEN & ROOF WASHERS
2000
CISTERNS OR DIRECT BOREWELL
50000
CONVEYING PIPE
30000
SUB TOTAL
2. PARK-TYPE STRUCTURE RECHARGE (IN MLD)
82500
2
1
TOTAL NO OF PARKS
47
3877500
94
2
INDUSTRIES
50%
8827500
214
LARGE SCALE
99
8167500
198
MEGA SCALE
8
660000
16
3
FUTURE INDUSTRIES
295
24337500
590
6
FUTURE EDUCATIONAL BUILDINGS
30
2475000
60
7
OTHER INSTITUTIONAL BUILDINGS
20
1650000
40
TOTAL
50
4125000
162
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE
PROJECTS & PROPOSALS PHASING
2. PARK-TYPE STRUCTURE
* COST IN CRORE
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 3. ABANDONED STRUCTURES COST OF PILOT PROJECT COST OF THE PROJECT WII BE AROUND 12.042 CRORE.
DURATION OF PILOT PROJECT TENTATIVE DURATION OF THE PROJECT IS AROUND 3 TO 5
YEARS.
SOURCE OF FUNDING
ARTIFICIAL GROUND WATER RECHARGE ABANDONED DUG WELL RECHARGE •
•
•
THE INITIATIVE CAN BE TAKEN UNDER ATAL BHUJAL YOJANA AND MAGNIFICENT MADHYA PRADESH WITH A
COLLABORATION OF COMMUNITY PARTICIPATION. ABANDONED DUG WELL OR GRAVITY RECHARGE HEAD WORKS ON THE PRINCIPAL OF USING OLD TUBE WELLS OR BOREWELLS AS RECHARGE STRUCTURES THE DUG WELL OR BOREWELL WITHIN VICINITY OF RESIDENTIAL AND PARK CAN ALSO BE USED FOR RECHARGING. PITHAMPUR HAS POTENTIAL FOR SUCH RECHARGE STRUCTURES.
CONCLUSION • THE INITIATIVE OF USING ABANDONED WELL AS RECHARGE STRUCTURE AND BUILDING RECHARGE PIT NEAR GW STRUCTURES WILL CONTRIBUTE TO MAXIMUM OF 100 MLD (BY EACH PROJECT) OF RECHARGE.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
ABANDONED WELL PROJECTS
INFRASTRUCTURE ELEMENTS
COST IN THOUSAND
ABANDONED DUG WELL
DUG WELL AND PIPES
10000
RECHARGE PIT
EXCAVATION PIPES
40000
STONES SUB TOTAL
70000
PROJECTS & PROPOSALS 3. ABANDONED STRUCTURES
COSTING
RECHARGE WELL NEAR GW STRUCTURES TOTAL NO OF HH HAVING HANDPUMPS
4257
TOTAL NO OF HH HAVING BOREWELL
5192
SUB TOTAL
9449
1
TOTAL NO OF COVERED WELL
402
2
TOTAL NO OF UNCOVERED WELL
227
50% WORKING
4725
3
TOTAL
629
33% WORKING
3118
4
CONSIDERING 10% AS ABANDONED
63
5
TOTAL NO OF HANDPUMPS
4257
6
TOTAL NO OF BOREWELL
5192
7
TOTAL
9449
8
CONSIDERING 10% AS ABANDONED
945
9
TOTAL COST (IN RS.)
70546000
QUANTITY (IN MLD)
NO OF STRUCTURES
WATER RECHARGED
1.5
25
TOTAL WATER RECHARGED
60.48
1008
COST (IN LAKHS)
STRUCTURES
COST FOR 25 STRUCTURES
400000
25
COST OF 33% STRUCTURES
49888000
3118
COST OF 50% STRUCTURES
75600000
4725
COST OF ALL STRUCTURES
151184000
9449
QUANTITY (IN MLD) TOTAL WATER RECHARGED
1.5
25
50%
283.5
4725
33%
187.08
3118
100%
566.94
9449
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE
PROJECTS & PROPOSALS PHASING
3. ABANDONED STRUCTURES
* COST IN CRORE
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS 4. RAIN WATER HARVESTING (RWH) KEY POINTS PROJECT WILL BE INTRODUCED IN THE POLICY WHICH ALLOW FUTURE STRUCTURE (RESIDENCES, PUBLIC BUILDINGS AND INDUSTRIES) TO HAVE MANDATORY RWH PROVISION.
SOURCE OF FUNDING THE INITIATIVE CAN BE TAKEN UNDER JAL SHAKTI MISSION WITH A COLLABORATION OF COMMUNITY PARTICIPATION.
ARTIFICIAL GROUND WATER RECHARGE ROOF WATER HARVESTING SYSTEM AND RECHARGE PIT STRUCTURE OR EXISTING BOREWELL •
SINCE PITHAMPUR RESIDENTIAL AREA MOSTLY HAVE CLOSED FABRIC, METHOD OF COLLECTING THE RUNOFF WATER WITHIN GARDEN OR OPEN AREA AND USING THAT RUNOFF TO RECHARGE THE GROUND WATER THROUGH THE BOREWELL.
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
INSTITUTIONAL CAPACITY BUILDING
PROJECTS & PROPOSALS
TECHNICAL KNOWLEDGE
5. WATER ATM FOR SLUM
AWARENESS GENERATION
FOR SLUM: WHO WILL IMPLEMENT IT? ENVIRONMENTAL SUSTAINABILITY
• PMC
• SARVAJAL SELF SUSTAINABLE:
CHARACTERISTICS OF WATER ATMs:
1. ECONOMIC SUSTAINABILITY: RECOVER O & M COST FROM
1.
AUTOMATED WATER DISPENSING UNIT
CONSUMER CHARGES
2.
24 X 7 ACCESS
2. CONSUMER SUSTAINABILITY: AWARENESS CAMPAIGNS AND
3.
RFID CARD BASED TRANSACTION
EDUCATION & DISTRIBUTION MODEL: D2D
4.
PAY-PER-USE TRANSACTION
5.
QUALITY SENSORS
3. OPERATIONAL SUSTAINABILITY: OWNERSHIP, MAINTENANCE AND REPAIR: TRAINING PROGRAM 4. TECHNICAL SUSTAINABILITY: MONITORING AND EVALUATION
SOURCE OF FUNDING •
5. ENVIRONMENTAL SUSTAINABILITY: SECURITY OF SUPPLY: RECHARGE WELL NEAR BOREWELL, REDUCING IMPACT OF DISCHARGE, WATER SAFETY PLANS: WATER QUALITY TESTING MODULE (WHO)
SOURCE: COMMUNITY SAFE WATER SOLUTIONS: INDIA SECTOR REVIEW, SAFE WATER NETWORK REPORT, 2014
. CAPITAL COST
1.
GOVERNMENT- AMRUT
2.
COMMERCIAL BANKS OR INVESTORS
3.
CSR(CORPORATE SOCIAL RESPONSIBILITY): 2% OF PROFIT: FROM TRUST OR NGO’S
•
O&M COST: FROM SARVAJAL AND FROM CONSUMERS CHARGES
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS POLICY INTERVENTION TO CONTROL GROUND WATER EXTRACTION AND MONITOR GROUND WATER RECHARGE THROUGH RAIN WATER HARVESTING AND FORMULATING ONE GROUND WATER MONITORING CELL WHICH WILL MANAGE THE DATA, AWARE PEOPLE AND GIVE TECHNICAL GUIDANCE TO CITIZENS TO CONSTRUCT A RECHARGE STRUCTURE. • •
GW EXTRACTION RATE SHOULD BE LESS THAN RECHARGE RATE REGULATION ON BUILDING PERMISSION, RWH AND GW RECHARGE
•
POLICY INTERVENTION & REGULATION
• •
GROUND WATER MONITORING CELL DATA MANAGEMENT
•
STAKEHOLDER FROM PMC WATER MANAGEMENT BODY AND BUILDING DEPARTMENT (MONITORING) STAKEHOLDER FROM NGOS (MONITOR & TECHNICAL GUIDE, AWARENESS GENERATION) COMMUNITY (INVOLVEMENT & AWARENESS GENERATION)
• •
EMPHASIS ON PARTICIPATORY INFORMATION GATHERING, USE OF NON-FORMAL MEANS OF EDUCATION (AWARENESS), CAPACITY BUILDING AND SOCIAL MOBILIZATION
6. GROUND WATER MONITORING CELL INTERVENTION TO CONTROL GW EXTRACTION
WHO WILL DO IT?
HOW TO DO IT?
BENEFITS
1. CREATING PUBLIC AWARENESS
NGOS
PUBLIC GATHERING MEETING, TV, RADIO, NEWSPAPER ETC.
PARTICIPATORY GROUND WATER MANAGEMENT
2. IMPROVING HOME PLUMBING SYSTEM
CITIZENS
AWARENESS GENERATION
REDUCE OVER EXTRACTION OF GROUND WATER
3. REUSE AND RECYCLED WATER
•
PMC: AT PARKS AND AGRICULTURE CITIZENS
AWARENESS GENERATION
• •
REDUCTION IN GROUND WATER USAGE COST EFFECTIVE
PMC WILL INTRODUCE IT
PROVIDING INCENTIVES. THOSE WHO RECHARGE WELL STRUCTURE AND RAIN WATER HARVESTING STRUCTURE GET SOME % OF DISCOUNT IN WATER TARIFF
•
PEOPLE ARE ENCOURAGED TO HAVE RECHARGE WELL STRUCTURES AND HARVEST RAIN WATER SO THAT ULTIMATELY GROUND WATER QUALITY AND LEVEL WILL BE IMPROVED.
IMPROVE GROUND WATER LEVEL
• 4. BY INTRODUCING SUSTAINABLE WATER TARIFF
•
5. BY RAIN WATER HARVESTING
CITIZENS
BY PROVIDING FREE TECHNICAL GUIDANCE
•
ADMINISTRATIVE MEASURES
TECHNICAL SUPPORT
AWARENESS GENERATION
INCENTIVES
MAKE RWH COMPULSORY FOR ALL BUILDINGS HAVING AREA >250 SQFT
A SEPARATE TECHNICAL COMMITTEE GUIDE THE “CELL”
FIRSTLY ALL GOVERNMENT BUILDING SHOULD HAVE RESTRUCTURE STRUCTURES AS A PILOT AWARENESS GENERATION: DISTRIBUTE PAMPHLETS AND COORDINATION NGO
•
TO PROMOTE RWH BY “GROUND WATER MONITORING CELL”
NEW BUILDING PERMISSION ONLY IF IT HAS RAIN WATER HARVESTING STRUCTURE
REBATE OF 6% IN PROPERTY TAX FOR IMPLEMENTATION
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021
PROJECTS & PROPOSALS
PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE
PHASING
MISCELLANEOUS PROJECTS & COSTING
* COST IN CRORE
PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021