2. • 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
• Renovation of 04 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 08 no single channel resistivity meter
Major Physical Input proposed for FY 2014-15 ( April and May 2014)Major Physical Input proposed for FY 2014-15 ( April and May 2014)
01 no. Multi channel resistivity meter
including Vehicle and incremental O&M
60 lakhs ,(Goods)
Major Project Achievements till March 2014Major Project Achievements till March 2014
4. Major FindingsMajor Findings
• 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 layerto 98.9% (southern part) in surface layer
• 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.
5. Major FindingsMajor Findings
Ground water:
• The overall well water at both downstream and upstream side 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.
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. .
6. 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.
7. 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.
8. Purpose Driven StudyPurpose Driven Study
Applying Aquifer Modification Techniques Applying Aquifer Modification Techniques
like like HydrofrakingHydrofraking in existing Ground Water in existing Ground Water
abstraction structures built on various abstraction structures built on various
Hydrogeological units of Dhasan BasinHydrogeological units of Dhasan Basin
10. Location Of The AreaLocation Of The Area
• Location of PDS
working area is in
Rohni water shed of
Dhasan River Basin in
Distt. Tikamgarh of
M.P. Extension of area
is approximately
1144sq.km Dhasan
River is perennial river
being effluent in
nature, It receives Base
flow of ground water
round the year.
11. Basic ObjectivesBasic Objectives
Objective are the Hydrofracking studies --- The State OrganizationObjective are the Hydrofracking studies --- The State Organization
of Ground water took up the study for following reasons.of Ground water took up the study for following reasons.
(1)(1)The officers of the Organization should develop and gain handThe officers of the Organization should develop and gain hand
on knowledge of Hydrofracking technique so as to becomeon knowledge of Hydrofracking technique so as to become
departmental expert to take up studies in future.departmental expert to take up studies in future.
(2)(2)‘’‘’ Seeing is believing ‘’ to believe that Hydrofracking is the mostSeeing is believing ‘’ to believe that Hydrofracking is the most
economical method of rejuvenating bore wells.economical method of rejuvenating bore wells.
(3)(3)The aquifer modification experiment by using HydrofrackingThe aquifer modification experiment by using Hydrofracking
technique need to be tested in the field condition.technique need to be tested in the field condition.
(4)(4)To make the farmers (beneficiary) aware of this technique , 15To make the farmers (beneficiary) aware of this technique , 15
numbers of bore wells in different villages had been subjected tonumbers of bore wells in different villages had been subjected to
this experiment .this experiment .
12. Suggestion & Recommendations :Suggestion & Recommendations :
Based upon the results and observations made under thisBased upon the results and observations made under this
experiment of hydrofracking,experiment of hydrofracking,
it is concluded that the VES which gives feasible locations ofit is concluded that the VES which gives feasible locations of
fractured zone is not very dependable.fractured zone is not very dependable.
Therefore it has not been very adequate to place the packerTherefore it has not been very adequate to place the packer
and the application of hydrofracking pressure to the desiredand the application of hydrofracking pressure to the desired
fractured zone remains insufficient and inadequate. That is thefractured zone remains insufficient and inadequate. That is the
reason why in some of the tube well hydrofracking could notreason why in some of the tube well hydrofracking could not
produce the desired discharge..produce the desired discharge..
After the hydrofracking the bore hole logger can be used toAfter the hydrofracking the bore hole logger can be used to
see the improvement in the aquifer modification process aroundsee the improvement in the aquifer modification process around
the fractured horizon.the fractured horizon.
Bore Hole Camera with the facility to project the image of theBore Hole Camera with the facility to project the image of the
fractured zone and its improvement on the surface.fractured zone and its improvement on the surface.
It is therefore recommended for the procurement of suchIt is therefore recommended for the procurement of such
camera.camera.
13. Purpose Driven StudyPurpose Driven Study
“Ground Water Quality in Jabalpur Urban Area
with Emphasis on Transport of Pathogenic
Pollutants in Ground water”(Omti Nala Basin)
14. The study area falls between 790
55’ 37” to 790
57’ 54” longitude and
230
09’ 10” to 230
11’ 06” latitudes(109 sq.Km.)From origin(Central
Jail) to Pariyat River, Nala length 37 km. Length through city -19
km
STUDY AREA
15. .
1515
Problems/Issues that prompted to take up the PDS
Unlined Nala system and sewage system ,which drains the high
density residential Area.
Deterioration of surface and ground water quality due to much
wastewater and effluent disposal
Intensive ground water abstraction leading to serious localized
aquifer depletion especially in Unconfined/semi-confined systems
with risk of induced seepage of contaminated water
16. OBJECTIVEs OF THE PURPOSE DRIVEN STUDY (PDS):OBJECTIVEs OF THE PURPOSE DRIVEN STUDY (PDS):
1. Groundwater pollution caused by Open Omti Nala system and
leakage of sewage system and its quality analysis and trend
determination
2. Water quality of groundwater aquifers to study ingress of micro-
biological contamination in ground water supplies used for drinking
purpose.
3. Data utilization to develop precautionary measures to prevent
ground water contamination and spread awareness among local
residents and water users
4. Awarness raising activities among residents and GW users to
keep vigil on leaky septic tanks or direct contamination at
abstraction wells.
17. Recommendations and Applications:
•Detailed aquifer geometry to be demarcated 3-
dimensionally as a follow up separate study.
•Though, quotations floated three times intended to
perform path finder test and in the mean time
Jabalpur Municipal corp. has already started lining
work of Omti Nala and its catchment drains, now
this test has to be dropped as desired results are
difficult to achieve.
18.
19. DEVELOPMENT OF DSS(PLANNING) FOR WAINGANGA BASINDEVELOPMENT OF DSS(PLANNING) FOR WAINGANGA BASIN
Wainganga
Basin 25480 Sq
km
20. 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
Trainings of officers
21. STATUS OF DSS APPLICATION IN MADHYA PRADESHSTATUS OF DSS APPLICATION 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
22. 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 at various probabilities
Variation in storage of the reservoir at various probabilities
Water demand-supply and surplus-deficit scenario
Planning for crop selection
Optimal utilization of available water
23. 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
24. IMPACT OF REHABILITATING THE PROJECT INFRASTRUCTUREIMPACT OF REHABILITATING THE PROJECT INFRASTRUCTURE
HHigh level of water loss in irrigation systems of Sanjay sarowar and Dhutyigh level of water loss in irrigation systems of Sanjay sarowar and Dhuty
command (30 % ) from the source.command (30 % ) from the source.
The model has been applied to assess the impact of reducing the losses from 30%The model has been applied to assess the impact of reducing the losses from 30%
to 15%.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
25. 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.
26. 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 has established Real Time
Data Acquisition System(RTDAS) in
Wainganga Basin for real time flood
forecasting to support reservoir
operations and water management.
27. 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
28. Performance Evaluation ofPerformance Evaluation of
Rajiv Sagar Project (Bawanthadi)Rajiv Sagar Project (Bawanthadi)
• The performance of the Interstate Rajiv Sagar Major Project which has been recently
completed is 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
29. To predict how much groundwater will be available at the end of May based on
the groundwater level at the end of October.
SEASONAL GROUNDWATER PLANNING FOR DHUTY RBCSEASONAL GROUNDWATER PLANNING FOR DHUTY RBC
Model found simulating GW levels with accuracy for Dhuty RBC area.
The model can be used for predicting GW levels of May (pre-monsoon) using
information on GW levels in October (post- monsoon).
Model will help to manage the GW demand in the study area
Scenario DevelopedScenario Developed
30. 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 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 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.
31. 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
32. Plan for Information DisseminationPlan for Information Dissemination
More workshops and trainings are proposed to be organized for the
departmental staff for disseminating DSS outcomes to end users.
The DSS findings and output will be distributed among field offices
and line departments in the form of reports, booklet and pomplets.
33. lessons learnt from DSSlessons learnt from DSS
• Application of hydrological modeling techniques are important in
planning of surface and ground water resources management in
Madhya Pradesh state.
• 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
• 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.
•
•
34. lesson learnt from DSSlesson 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.
35. Issues Regarding DSSIssues Regarding DSS
• Change of Basic modeling software (Mike basin to Mike Hydro)
• Frequent change of DSS(P) version is not comfortable.
• DSS software for decision making and result projection requires the
knowledge of scripting programming which are difficult to perform.
