2. The proposed project is a follow on of Hydrology
Project, Phase –I. During HP-I , an integrated
Hydrological Information System providing reliable,
comprehensive and timely hydrological and
meteorological data are established.
This consists of 24 river Gauge Stations and 52
-meteorological stations in 3 river basins namely Mahi,
Tapti, andWainganga.
3750 Observation wells 625 Piezometer wells in Madhya
Pradesh for collecting data on qualitative and
quantitative aspects of both surface and ground water.
State level Data Centre has been established at Bhopal
3. Project Period & Cost (SW+GW)Project Period & Cost (SW+GW)
• HYDROLOGY PROJECT -II
5/04/2006 to 31/5/2014
• Surface Water Component Rs. 9.98 Crores
• Ground Water Component Rs. 14.69 Crores
• (With Contingencies)
• TOTAL COST Rs. 24.67 Crores
• Surface Water Component Rs. 8.20 Crores
• Ground Water Component Rs. 12.04 Crores
• (Without Contingencies)
• TOTAL COST Rs. 20.24 Crores
4. HYDROLOGY-HYDROLOGY- PROJECT II SW+GW COST & EXPENDITUREPROJECT II SW+GW COST & EXPENDITURE
SW
Amount in lac
GW
Amount in lacs
TOTAL (SW+GW)
Amount in lacs
Project Initial Cost
820.0 1204.0 2024.0
Project Cost MTR I
2009 1503.26 1203.68 2706.94
Project revised cost
( 2013) 1137.08 432.49 1569.57
Total Expenditure
up to 3/14 730.33 332.89 1063.22
Expenditure up to
4/14 in FY 2014-15 38.37 0.0 38.37
Total expenditure
up to 4/14 768.70 332.89 1101.59
5. CATEGORY WISE COST & EXPENDITURE (SWCATEGORY WISE COST & EXPENDITURE (SW))
sl
no.
category As per
PIP
As per
MTR I
2009
As per
2012
(Revised)
As per
2013
(Revised)
Expenditu
re up to
4/2014
Balance
1 CIVIL WORK 95.03 259.95 340.45 393.81 297.41
96.4
2 GOODS 270.38 734.49 481.51 523.79 280.22
253.57
3 CONSULTENCY 64.92 76.93 27.52 19.11 0.35
18.76
4 TRAINING 122.41 141.41 54.19 39.65 25.70
13.95
5 RECURRENT 268.16 290.47 154.01 160.72 165.01
-4.29
TOTAL 820.90 1503.25 1057.68 1137.08 768.70
368.39
6. ITEM As per PIP As per
MTR 2009
As Per 2012
Revised
As Per 2013
Revised
Tot. Exp.
Up-to-April
13
Balance
INVESTMENT
COST GW-MP
Component-I
(Institutional
Strengthening)
279 332 162
149.10 118.30 0
Component-
II( Vertical
Extension)
547 512 180
179.90 137.55 58.50
Total Investment
Cost:
826 844 342
329 255.85 58.50
RECURRENT
COST GW-MP
Component-I
(Institutional
Strengthening)
202
166 046
46.43 41.80 1.50
Component-II
(Vertical
Extension)
176 190 057
57.06 35.25 0
Total Recurrent
Cost:
378 360 103
103.49 77.05 1.50
TOTAL – GW
1204
1203 445
432.49 332.90 60.0
8. Reimbursement claims Details (SW+GW)Reimbursement claims Details (SW+GW)
year Claim Submitted Amount in
Lakhs (INR)
Claim Received Amount in
Lakhs (INR)
2007-08
4.71 4.71
2008-09
3.37 3.37
2009-10
52.91 52.80
2010-11 307.85 301.46
2011-12 254.26 249.27
2012-13 206.08 206.07
2013-14 110.83 79.95
Total 940.04 897.61
9. HYDROLOGY PROJECT II MADHYAHYDROLOGY PROJECT II MADHYA
PRADSHPRADSH
• Status of Reimbursement Claims as on 1/5/2014 in
Rs. Lakhs
Compon
ent
Project
revised
cost
may
2013
Total
expendit
ure up to
3/13
total
Claims
submitt
ed up to
3/2013
total
Claims
Receive
d up to
3/2013
Expendit
ure in FY
13-14
Reimbur
sement
claim
submitt
ed up to
3/14 in
2013-14
total
Claims
Received
up to
3/14 in
FY 2013-
14
total
R/Claims
Submitted
up to 4/2014
total
R/Claims
Received up
to 4/2013
SW 1137.08 630.51 554.06 551.03 99.83 84.77 74.14 638.84 625.16
GW 432.32 306.01 275.14 266.63 26.80 26.06 5.81 301.20
272.44
Total 1569.40 936.52 829.20 817.66 126.63 110.83 79.94 940.04 897.61
10. Planning of remaining period (SW)Planning of remaining period (SW)
Sl
no.
Project cost as
per cost table
2013 in lacs
Expenditure
up to 4/2014
in lacs
Likely
expenditure to
be incurred
during May 1,
2014 to May
31, 2014 (Rs.
in lakhs)
Likely
expenditure to
be incurred
during Jun 1,
2014 to Aug
31, 2014 for
the work
completed up
to 31/5/2014
(Rs. in lakhs)
Total Likely
expenditure
in MP (SW)
Expenditu
re to be
incurred
beyond
HP-II in
Lacs
1 1137.08 768.70 83.30 148.00 1000.00 43.72
11. Planning of remaining period (GW)Planning of remaining period (GW)
Sl
no.
Project cost as
per cost table
2013 in lacs
Expenditure
up to 4/2014
in lacs
Likely
expenditure to
be incurred
during May 1,
2014 to May
31, 2014 (Rs.
in lakhs)
Likely
expenditure to
be incurred
during Jun 1,
2014 to Aug
31, 2014 for
the work
completed up
to 31/5/2014
(Rs. in lakhs)
Total Likely
expenditure
in MP (SW)
Expenditu
re to be
incurred
beyond
HP-II in
Lacs
1 432.49 332.89 50.00 10.00 392.89 NIL
12. Works for which tender to be floatedWorks for which tender to be floated
(SW+GW)(SW+GW)Sr.No Descripation of
Works/Goods/Consultancy
Estimated
Cost (Rs
inLakhs)
Tentative data of bid
floating
Likely expenditure
on the contract upto
May 31,2014 (Rs in
Lakhs)
1
NIL
13. LIST OF ON GOING WORKS (SW)LIST OF ON GOING WORKS (SW)
Sl. No. Name of work. Name of
Agency
Agreement
No.
Agreement-
ed c ost in
Lacs
Expenditure
up to
4/2014in
Lacs
Balance
Payment to be
made in Lacs
Remark
1 2 3 4 5 6 8
1 Procurement of
Goods and Related
Services for Supply,
installation Testing
and commissioning
with 5 years
operation and
maintenance of Real
Time Data
Acquisition Systems
(RTDAS) in
Wainganga basin in
Madhya Pradesh.
M/s.
Mechatronics
Systems Pvt.
Ltd. Pune
1/ICB/HP-
II/SW(m.P.)
2013-14
300.82 55.00 245.82 On going
14. LIST OF ONGOING WORKS(GW)LIST OF ONGOING WORKS(GW)
Sl. No. Name of work. Name of
Agency
Agreement
No.
Agreement-
ed c ost in
Lacs
Expenditure
up to
4/2014in
Lacs
Balance
Payment to be
made in Lacs
Remark
1 2 3 4 5 6 8
1
2.
Procurement of
Multi channel
resistivity meter 1
no.
procurement of
vehicle
M/s. Pinnecle
Geosystem
New Delhi
DGS&D rate
contract
48.48
10.00
0.0
0.0
48.48
10.00
ongoing
On going
Total in Rs. Lakhs 58.48 58.48
15. MAJOR ACHIEVEMENTS IN MP(SW)MAJOR ACHIEVEMENTS IN MP(SW)
• Upgradation of data centre of Bhopal division,
Hoshangabad division & Balaghat sub division, Khandwa
sub division, State Water Data Centre.
• Upgradation of 24 Rain gauge stations, 2 G& D sites to
real time in Wain Ganga Basin.
• Upgradation of IT Hardware & soft ware
• Up gradation of 9 FCS manual, Upgradation of 20 no.
for AGR well(DWLR) of Wainganga ,Mahi & Tapti basin,
Upgradation of 20 G&D Sites (20 no. digital current
meter ) Upgradation of khairy, chhindlai & chandan D&D
sites
16. MAJOR ACHIEVEMENTS IN MP(SW)MAJOR ACHIEVEMENTS IN MP(SW)
• Upgradation of AGR Well on 14 no G&D sites,,
construction of RCC gauge post on 23 G&D sites,
Upgradation of Chokidar hutments on 18 G&D sites,,
over hauling work of 6 BOCW.
• Procurement of IT Hardware & soft ware
• Procurement of office equipments.
• 4 New G&D sites established in wainganga basin of
Madhya Pradesh.
• Application of DSS such as Seasonal planning of Sanjay
Sarovar reservoir, Impacts of changes in cropping
pattern, particularly in dry years for the reservoir,
Seasonal Ground water planning for Dhuty right bank
canal has been completed
17. MAJOR ACHIEVEMENTS IN MP(SW)MAJOR ACHIEVEMENTS IN MP(SW)
• MP WRD and NIH Bhopal centre has taken up jointly
Shipra basin for development of new DSS (P). The work
is under progress.
• Sedimentation survey of Tawa Reservoir undertaken by
bathometric boat in March 2014 jointly by CWPRS &
WRD under PDS. Report is awaited from CWPRS.
• The DSS planning software has been installed on
servers and workstations and useful applications
developed are being used. All necessary IT
infrastructures has been procured and installed.
• HIS data are being disseminated to Govt. & private
organizations as per demand.
18. • Replacement of 51 No Defunct Peizometers and 29 no new
Peizometers under DSS Wainganga Basin and 20 no Peizometer
under PDS Dhasan basin Sagar and PDS Shahpura lake basin
• Replacement of 7 sets of non functional WQ Lab equipments
• Upgradation of 4 no Div. data center and 1 no Ground Water Circle
level Training cell.
• 30 no In well Boring under PDS and 15 no Hydro fracturing work
under PDS Dhasan basin Sagar
• Procurement of 8 no single channel resistivity meter
• Procurement of 1 Multi channel resistivity meter including Vehicle
• 3 purpose driven study
MAJOR ACHIEVEMENTS IN MP (GW)MAJOR ACHIEVEMENTS IN MP (GW)
19. Lessons LearntLessons Learnt
• Awareness of the New Technology & Knowledge of
Hydrology amongst the officers of the department is
needed.
• Knowledge of procurement procedures of World Bank
aided project is must for all officers working in Hydrology
project.
• Procurement of major items should be started in the
beginning of the project.
20. Post project plan for continuation of HP-Post project plan for continuation of HP-
2 activities:2 activities:
• Application of DSS (P) activities in other basins of Madhya Pradesh.
• Sedimentation survey in other reservoir.
• As the HP phase –II is ending in May 2014 for which most of the
staff was redeployed from the departmental resources. This staff
shall be continued further for the proper sustainability of the project.
• A training plan for the incremental staff is necessary so that the new
staff could also be made well conversant with the available hard
wares/ softwares as well as with the new techniques. About 10 to
20% staff who are expected to retired can be replaced through
redeployment. Training of these new staff to the extent of 20% is
designed accordingly
21.
22. DEVELOPMENT OF DSS(PLANNING) FOR WAINGANGA BASINDEVELOPMENT OF DSS(PLANNING) FOR WAINGANGA BASIN
Wainganga
Basin 25480 Sq
km
23. WORK DONE UNDER DSS(P)WORK DONE UNDER DSS(P)
Data collection : daily rainfall, runoff, meteorological data, agricultural
information, demographic data, reservoir data, groundwater data, etc
Need Assessment for DSS(P) in Madhya Pradesh
Development of MIKE BASIN Model of Wainganga Basin
Application of MIKE 11 NAM rainfall runoff model
Model customization
Development of scenarios in DSS(P) software
24. OUTCOME OF DSS IN MADHYA PRADESHOUTCOME OF DSS IN MADHYA PRADESH
S.N
.
Activity Status Remarks
1. Assessment of Surface and
Ground Water Availability
in Wainganga Basin
Completed
2. Surface Water Seasonal
Planning.
Completed.
3. Seasonal Planning for
Reservoir and crop
selection.
Completed
4. Seasonal Ground Water
Planning
Completed
5 Performance evaluation of
Rajiv Sagar Project
Completed
6. Development of DSS IT
Infrastructure and DSS
online connectivity.
Completed
25. SEASONAL PLANNING OF SANJAY SAROWAR PROJECTSEASONAL PLANNING OF SANJAY SAROWAR PROJECT
Scenario DevelopedScenario Developed
Main inputs to the Seasonal Planning application :
Crops grown and its area
Water user demands
Initial reservoir Level
Results of Seasonal planning application:
Variation in reservoir water level and storage at various probabilities
Water demand-supply and surplus-deficit scenario
Planning for crop selection
Optimal utilization of available water
26. WATER AVAILABILITY ASSESMENTWATER AVAILABILITY ASSESMENT
• Wainganga basin was
divided into 22 sub-
catchments.
• Average daily surface runoff
and average daily
groundwater recharge time
series generated for each
sub catchment
• Runoff Estimated in Different
Sub Catchments of
Wainganga Basin is given in
table
Scenario DevelopedScenario Developed
27. IMPACT OF REHABILITATING THE PROJECT INFRASTRUCTUREIMPACT OF REHABILITATING THE PROJECT INFRASTRUCTURE
HHigh level of water loss in irrigation systems of Sanjay sarowar and Dhuty command (30 %igh level of water loss in irrigation systems of Sanjay sarowar and Dhuty command (30 %
) from the source.) from the source.
The model has been applied to assess the impact of reducing the losses from 30% to 15%.The model has been applied to assess the impact of reducing the losses from 30% to 15%.
Scenario DevelopedScenario Developed
Benefits
•Increased efficiency of the irrigation projects, Additional water availability for irrigation
•Reduction in demand deficit Increased reliability of the system
28. RESERVOIR OPERATIONRESERVOIR OPERATION
An analysis has been carried out for the Sanjay Sarowar dam for
improved flood control based on the forecast of the inflow to the
reservoir.
This would enable pre-release from the dam and thereby an
increase in the available flood cushion before inflow starts
increasing.
This analysis formed the base for establishment of RTDAS in the
Wainganga basin.
29. Real Time Data Acquisition System in Wainganga BasinReal Time Data Acquisition System in Wainganga Basin
Under Hydrology Project Phase II
Madhya Pradesh Water Resources
Department is establishing Real Time
Data Acquisition System(RTDAS) in
Wainganga Basin for real time flood
forecasting to support reservoir
operations and water management.
30. Details of Telemetry stations under RTDASDetails of Telemetry stations under RTDAS
S.No. DescriptionofItems Quantity Remarks
1 AutomatedRain-GaugeStations(ARG)withGSM/GPRSbasedtelemetryandpower 28
2 AutomatedWeatherStationswithGSM/GPRSbasedtelemetryandpower 3
3 AutomatedRiver&ReseriorwaterlevelsensorradarType 14
4 Automated,Spillway,Irrigation&PoweroutletGateSensor 13
5 Web-basedDataCollectionprocessinganddisseminationsystem 1
31. Performance Evaluation ofPerformance Evaluation of
Rajiv Sagar Project (Bawanthadi)Rajiv Sagar Project (Bawanthadi)
• The performance of the Interstate Rajiv Sagar Major Project (under
construction) has been tested in the MIKE BASIN model using the
available catchment runoff series from 1976 to 2006.
• The analysis indicated that sufficient water will be available in the
reservoir to meet the full demands in approximately 90% of the
years.
Scenario DevelopedScenario Developed
32. Issues Regarding DSSIssues Regarding DSS
• Change of Basic modeling software (Mike basin to Mike Hydro)
• Frequent change of DSS(P) version which is not comfortable.
• DSS software for decision making and result projection requires the
knowledge of scripting programming which we are unable to perform.
• Complexity in Scenario development option in DSS.
• Need of regular refresher courses .
35. Major FindingsMajor Findings
• The medium separating the lake water and ground water aquifer is contact of DeccanThe medium separating the lake water and ground water aquifer is contact of Deccan
Trap Basalt and Vindhyan Sand stone. Cracks and fractures of Basalt may be theTrap Basalt and Vindhyan Sand stone. Cracks and fractures of Basalt may be the
possible reason for intrusion of lake water contaminants in to ground water.possible reason for intrusion of lake water contaminants in to ground water.
• Propagation of pollution in ground water aquifers in the fringe area is governedPropagation of pollution in ground water aquifers in the fringe area is governed
by the Hydraulic gradient of aquifer & used by at least 60 thousand populationsby the Hydraulic gradient of aquifer & used by at least 60 thousand populations
..
Surface Water:Surface Water:
• Lake is reported having very rich nutrients value such as nitrate andLake is reported having very rich nutrients value such as nitrate and phosphatephosphate alongalong
withwith ammonical nitrogen toxicityammonical nitrogen toxicity and rich organic matter (COD) content in north-and rich organic matter (COD) content in north-
eastern and north-western upstream and south-western downstream side.eastern and north-western upstream and south-western downstream side.
• To an average value of 27.74 mg/l,To an average value of 27.74 mg/l, 4.06 mg/l4.06 mg/l,, 5.2 mg/l5.2 mg/l and 67.86 mg/l respectively.and 67.86 mg/l respectively.
• Shahpura lake water shows the percentage of DO ranged between 0% (at confluence)Shahpura lake water shows the percentage of DO ranged between 0% (at confluence)
to 98.9% (southern part) in surface layer and nil DO in the bottom layer (possibly dueto 98.9% (southern part) in surface layer and nil DO in the bottom layer (possibly due
to higher microbial activity).to higher microbial activity).
• Lake is hyper-eutrophic due to high nutrients load in sediment which enhanced theLake is hyper-eutrophic due to high nutrients load in sediment which enhanced the
production of algal biomass.production of algal biomass.
MPL -WHO
PO4 - <1.0
NH3-N - <0.3
NO3 – <45
COD - <10
36. Major FindingsMajor Findings
Ground water:
• The overall well water at both downstream southern side (Chunna Bhatti residential
area) and south western side (Amrapali enclave) and upstream north-eastern side
(Near Academy building) of the lake are found contaminated.
At upstream (north-east and north-west side of lake):
• Average value of nutrients such as nitrate & phosphate along with the organic
matter reported as 29.30 mg/l, 0.23 mg/l, and 18.56 mg/l respectively.
• Peizometric well situated within the 100 meter of lake also reported presence of
ammonical nitrogen toxicity above its permissible limit of <0.3 mg/l, with a maximum
value of 2.25 mg/l and an average of 0.63mg/l NH3-N.
At downstream (south and south-western side of lake):
• Nitrate, Phosphate and Organic matter values reported to the maximum of 109.2
mg/l, 1.0 mg/l and 64 mg/l and an average of 26.99 mg/l, 0.26 mg/l and 14.95 mg/l
respectively.
• Increased level of organic matter in ground water aquifer establishes intrusion of
sewage water.
• Whereas domestic wells located at downstream to waste-wear with massive basaltic
sand stone formation reported low contamination level.
MPL -WHO
PO4 - <1.0
NH3-N - <0.3
NO3 – <45
COD - <10
37. Major FindingsMajor Findings
Fish Productivity:
• Due to high contamination level , Indian major carps (Catla, Rohita) and
other economically benefitted fish productivity are low. Whereas Tilapia
mossambica is flourishing well because it grows well in the sewage polluted
water.
38. RecommendationsRecommendations
• With respect to lakes, all three attributes of the lake i.e. the basin, the water
body and the command area need to be conserved instead of the present
focus on the water body only.
• Assessment and monitoring of water quality is very important.
• Effluents/waste water treatment plants, low cost sanitation, should be set
up.
• Adequate policies, legislations and programmes should be formulated and
effective institutions should be put in place for pollution prevention,
treatment and restoration of polluted water in lakes and ground water.
1. Policy support
2. Platform for presenting output.
3. Freedom to express views regarding any project report.
39.
40. AchievementsAchievements
• IN DSS platform, we have a water balance modeling primary tool to
assist water allocation decision to different sectors as per the priority.
• The DSS is being used in our state particularly the GIS and time
series analysis component for the feasibility and hydrological analysis
in minor irrigation project planning .
41. WRD has selected Shipra river basin for
development of DSS(P) in collaboration of NIH,
Regional Centre, Bhopal
To assess sub basin wise water availability
Seasonal and ground water planning for optimal
utilization of water
Study of changing scenario of demand supply in
shipra basin in view of Narmada-Shipra link.
Development of GIS layers and Data collection
is under progress
Area of shipra basin 5750 sq km
Tributary of Chambal river
Future PlanFuture Plan
42. Plan for Information DisseminationPlan for Information Dissemination
A DSS workshop for the departmental officers was
organized in the State data centre for knowledge sharing
and need assessment.
More workshops and trainings are proposed to be
organized for the departmental staff for disseminating
DSS outcomes to end users.
The DSS reports and findings are being distributed
among field organizations.
43. Important lessons learnt from DSSImportant lessons learnt from DSS
• Application of hydrological modeling techniques are important in
planning of surface and ground water resources management in
Madhya Pradesh state.
• The hydrological modeling tools like MIKE 11 NAM Model, MIKE
BASIN,MIKE HYDRO and water resources planning tool like DSS(P)
are found efficient to develop various scenarios addressing water
resources management issues in Wainganga basin and it could
further be used in other basin.
• The regular monitoring of hydrological and meteorological data is
important for future water resources planning. The scientific
validation of data is equally important.
• The assessment of water availability and demand assessment need
to be carried out on regular basis to meet the various water use
demands in Wainganga basin
•
•
44. Important lesson learnt from DSSImportant lesson learnt from DSS
• The reduction of water losses from Sanjay Sarovar canal,
Dhuty weir LBC and Dhuty weir RBC would result in increased
efficiency of the irrigation projects, additional water availability
for irrigation, reduction in demand deficit and increased
reliability of the system.
• The surface water Seasonal planning application of DSS(P) is
found useful to assess water demand-supply and surplus-
deficit scenario, planning for crop selection and optimal
utilization of available water resources.
• The seasonal groundwater model developed for Dhuty RBC
can be used in groundwater planning and to predict how
much groundwater will be available at the end of May based
on the groundwater level at the end of October.
45. Issues Regarding DSSIssues Regarding DSS
• Change of Basic modeling software (Mike basin to Mike Hydro)
• Frequent change of DSS(P) version which is not comfortable.
• DSS software for decision making and result projection requires the
knowledge of scripting programming which we are unable to perform.
• Complexity in Scenario development option in DSS.