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                  Central Water and Power Research Station
CWPRS
(Since 1916)
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Government Of India
Ministry Of Jal Shakti
Department of Water Resources, River Development and Ganga Rejuvenation

Central Water and Power Research Station

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प्रवेश संरक्षण
प्रवेश संरक्षण
  1. Home
  2. Disciplines
  3. Foundation & Structures
  4. Structural Modelling and Analysis

Disciplines

River Engineering +
  • River Hydraulics (RH)
  • Bridge Engineering (BE)
  • Hydro-meteorology(HMET)
River and Reservoir Systems Modelling +
  • Hydraulic Analysis and Prototype Testing
  • River Rejuvenation
  • Canal Automation and Measurement
  • Disaster Management Planning
Reservoir and Appurtenant Structures +
  • Spillways and Energy Dissipators
  • Control Structures and Water Conductor Systems
Coastal and Offshore Engineering +
  • Ports and Harbours
  • Mathematical Modelling Centre
  • Coastal Hydraulic Structures
  • Coastal Data Centre
Foundation & Structures -
  • Geotechnical Engineering (Rock Mechanics)
  • Geotechnical Engineering (Soil)
  • Structural Modelling and Analysis
  • Concrete Technology
Applied Earth Sciences +
  • Engineering Seismology
  • Vibration Technology
  • Geophysics
  • Isotope Hydrology
Instrumentation, Calibration & Testing Services +
  • Hyd. Instrumentation
  • Dam Instrumentation
  • Hydraulic Machinery, Cavitation & Instrumentation
  • Current Meter Calibration
  • Ingress Protection Testing Laboratory

Research Highlights

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ON-SITE CALIBRATION OF FLOWMETERS AT AJMER, RAJASTHAN FOR M/S NS INSTRUMENTS AND CONTROLS, NEW DELHI

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DESK STUDIES FOR THE DESIGN OF COASTAL PROTECTION MEASURE FOR FISHERMAN COLONY NEAR SHIVSHASTRI NAGAR AT CUFF PARADE, COLABA, MUMBAI, MAHARASHTRA

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PARALLEL SEISMIC TEST AT UPSTREAM AND DOWNSTREAM SECANT PILES OF SUNDILLA BARRAGE OF KALESWARAM LIFT IRRIGATION SCHEME (KLIS), TELANGANA

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HYDRODYNAMICS AND OPTIMIZATION OF DREDGED DISPOSAL LOCATION FOR THE PROPOSED PORT AT MACHILIPATNAM, KRISHNA DISTRICT, ANDHRA PRADESH

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SITE INSPECTION OF EARTHEN DAMS OF RELAMPADU AND MUCHONIPALLY BALANCING RESERVOIRS, TELANGANA

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PHYSICAL MODEL STUDIES FOR STUDYING WAVE TRANQUILLITY ASPECTS INSIDE HARBOUR BASIN FOR DEVELOPMENT OF EASTERN BREAKWATER AND JETTY AT PORBANDAR, GUJARAT

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DESK STUDIES FOR DESIGN OF COASTAL PROTECTION WORK AT VILLAGES UMARASADI, MACHHIWAAD, AND KOLAK, TAL. PARDI, DIST. VALSAD, GUJARAT

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DESK STUDIES FOR DESIGN OF COASTAL PROTECTION WORKS AT HAJI ALI DARGAH, WORLI AND GEETANAGAR, MUMBAI

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PHYSICAL MODEL STUDIES FOR PROPOSED BARRAGE ACROSS RIVER TAPI IN RUNDH - BHATHA, SURAT, GUJARAT

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SEDMENTATION STUDIES FOR RIVER UMIEW, MEGHALAYA

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The hydrological re-assessment involves evaluating water flow and flood risks for the 198 km new railway line project from Indore to Budhni in Madhya Pradesh, aimed at enhancing rail connectivity under the National Infrastructure Pipeline.

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Geotechnical analysis to recommend measures for reducing seepage and enhancing stability of the Telewadi earthen dam, addressing safety concerns through soil and foundation assessments.

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Geophysical surveys using seismic tomography and electrical resistivity to identify and map weak or distressed areas in the Kalwande Dam structure for targeted repairs.

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Numerical modeling to assess structural integrity and safety of the pump house at the tailing dam of NMDC's iron ore beneficiation plant in Bacheli, Chhattisgarh.

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In-situ permeability testing to evaluate foundation seepage risks and propose mitigation strategies for the Kadaknathwadi storage tank in Dharashiv district.

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Mathematical modeling using HEC-RAS to determine hydraulic parameters for designing effective flood protection walls along the Tapi River in Surat to mitigate urban flooding.

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Desk-based analysis for planning coastal protection structures at Dabhari Beach to prevent erosion and support tourism and industrial development in the Olpad taluka area.

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Geotechnical evaluation to propose seepage control and stability enhancements for the Nive earthen dam, ensuring long-term safety through soil mechanics analysis.

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MATHEMATICAL MODEL STUDIES TO ROUTE THE FLOOD THROUGH THE PROPOSED BRIDGE BELOW THE PROPOSED EXPANSION OF KANGRA AIRPORT RUNWAY ACROSS RIVER MANJHI/SARAH KHAD AND TO EVOLVING SUITABLE RIVER TRAINING WORKS FOR MANJHI/ SARAH KHAD IN SHAHPUR, DIST. KANGRA, HIMACHAL PRADESH

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BATHYMETRY SURVEY OF THE PLUNGE POOL AREA AND EXTRACTION OF PROFILES OF THE PLUNGE POOL BOTTOM OF SRISAILAM DAM, A.P.

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DESK & WAVE FLUME STUDIES FOR THE DESIGN CROSS SECTION OF BREAKWATER EXTENSION OF WESTERN BREAKWATER (250 M) FOR THE DEVELOPMENT OF FISHING HARBOUR AT VIZHINJAM, KERALA

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ESTIMATION OF SAFE CHARGE WEIGHT PER DELAY BY CONDUCTING TRIAL BLAST FIELD INVESTIGATIONS FOR EXCAVATION OF HARD ROCK DURING CONSTRUCTION OF POWER HOUSE BY BLASTING OPERATIONS AT BHIVPURI HEP, MAHARASHTRA

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MATHEMATICAL MODEL STUDIES TO ASSESS HYDRODYNAMICS, SEDIMENTATION, WAVE TRANQUILLITY AND EFFECT OF WAVE DISTURBANCE ON THE PROPOSED DOCKS/BERTHS DURING SHIP NAVIGATION IN THE CHANNEL FOR PROPOSED MASTER PLAN 2047 FOR THE PARADIP PORT, ODISHA

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MATHEMATICAL MODEL STUDIES FOR TIDAL HYDRODYNAMICS & SILTATION FOR THE DEVELOPMENT OF PROPOSED RECLAMATION & LNG BERTH AT JAWAHAR DWEEP IN MUMBAI HARBOUR

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MATHEMATICAL MODEL STUDIES FOR HYDRODYNAMICS AND SEDIMENTATION FOR DEVELOPMENT OF FISHING HARBOUR, PASSENGER JETTY, COASTAL CARGO BERTH AND BERTHS FOR INDIAN NAVY AND INDIAN COAST GUARD AT VASCO BAY

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MATHEMATICAL MODEL STUDIES FOR HYDRODYNAMICS AND SEDIMENTATION FOR BANK EROSION PROTECTION MEASURES FOR ONGC PIPELINE IN GODAVARI RIVER, NEAR KAKINADA, ANDHRA PRADESH

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ANALYSIS AND INTERPRETATION OF INSTRUMENTATION DATA OF POWR HOUSE FOR THE PERIOD JANUARY 2023 TO DECEMBER 2024, INDIRA SAGAR H.E. PROJECT, M.P

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MATHEMATICAL MODEL STUDIES FOR HYDRODYNAMICS & SILTATION FOR DEVELOPMENT OF INTERNATIONAL CONTAINER TRANSSHIPMENT PORT (ICTP) AT GALATHEA BAY, A&N ISLANDS

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About us Facilities Projects Publications WorkForce Gallery

                                                                              Instruments Installed in the Dam for long term health monitoring
                                                                              Dam Instrumentation Data Analysis Lab along with proposed 5G based Real Time Dam Health Monitoring Lab created under R&D Plan Scheme
                                                                              Typical Dam Models
                                                                              Strain Gauge Installation In-situ Strain Measurement at Teesta III
                                                                              Penstock model
                                                                              Verification of Design Adequacy by Hydro Test for Tata’s Khopoli Plant
                                                                              Nangal Transmission Tower
                                                                              3D Stress Analysis of Penstock Bifurcation of Arun 3 Project
                                                                              Typical 3D Stress Analysis of Gravity Dams

The Structural Modelling and Analysis Division (SMA) has been pivotal in advancing structural analysis within hydroelectric projects and played a crucial role in national service creating structural models for significant Indian projects. From dams to penstocks and surge tanks, these models facilitated comprehensive analysis, aiding project authorities in decision-making processes. The division is specialized in studying critical components of water conductor systems, offering invaluable insights through in-situ strain measurements. The division utilizes advanced Finite Element Method (FEM) software to conduct stress and stability analyses, particularly focusing on gravity dams.

The division also utilizes strain gauge technology and mathematical modeling, for carrying out comprehensive studies throughout various phases of hydroelectric projects, from design and execution to rehabilitation.

Broad areas of expertise

  • Assessment of structural adequacy of design of gravity dams during pre & post construction stages.
  • Long term structural health monitoring by analysis and interpretation of instrumentation data.
  • Structural assessment of water conductor system, gates & bridges by conducting in-situ strain measurement.

Significant Contributions

  • Division has conducted around 70 In-situ strain measurements of penstocks, bifurcations of pan India a project which is unique and rare phenomenon.
  • Division has devised a systematic methodology of predicting the structural health of dams and successfully used this method for Indira Sagar Project for 25 years. This method extended to other projects also.
  • The study of structural health monitoring using dam instrumentation data in the first instance only brought out the excess pressure built up towards downstream side of Indira Sagar Dam which is not desirable from the safety point of view. This study also brought out the importance of regular cleaning of relief holes in effecting in the reduction of uplift pressure built up.
  • The verification of structural design adequacy of penstock bifurcation of Natpha Jhakri Project using structural model studies brought out the inadequacy of design in relieving external pressure case & modification of ring girder.
  • The study of 3D stress analysis by FEM of one penstock bifurcation of Arun 3 Project brought out the inadequacy of design in relieving external pressure & helped to validate the design and finalization of the liner, ring girder & sickle plate thickness.
  • Analysis and interpretation of Dam instrumentation data of Polavaram Project helped to setup a standard long term monitoring of structural health of dam using dam instrumentation data.
  • 2D/3D Stress analysis of existing/distressed dams like Hirakud, Masanjoore, and Karanja using present day material properties by incorporating structural deficiencies helped dam authorities to take up remedial measures.
  • 2D Stress analysis of Temghar Dam helped to ascertain the structural health before and after repair along with identifying safe water level during repairing.
  • 2D stress analysis of 3 blocks of SSNNL Dam helped project authorities the effect of variable foundation properties & analyzing the dam instrumentation data baseline.

                                                                              Instruments Installed in the Dam for long term health monitoring
                                                                              Dam Instrumentation Data Analysis Lab along with proposed 5G based Real Time Dam Health Monitoring Lab created under R&D Plan Scheme
                                                                              Typical Dam Models
                                                                              Strain Gauge Installation In-situ Strain Measurement at Teesta III
                                                                              Penstock model
                                                                              Verification of Design Adequacy by Hydro Test for Tata’s Khopoli Plant
                                                                              Nangal Transmission Tower
                                                                              3D Stress Analysis of Penstock Bifurcation of Arun 3 Project
                                                                              Typical 3D Stress Analysis of Gravity Dams
  • 3x32 Channel Crystal Instruments Data acquisition system.
  • 2x64 channel National Instruments Data acquisition system.
  • FEM lab with 2 workstations (3 more will be added shortly) to carry out FEM analysis using AQUS and LUSAS software.
  • Large collection of AB strain measurement system including strain gauge, welding unit and calibrating units.

Serial No. Title of the Project Client/Sponsoring Agency
1 Analysis and Interpretation of Dam Instrumentation Data for Period Jan 2017 to Dec 2017 for Spillway Block No. 13, Indira Sagar Dam, M.P. NHDC
2 Analysis and Interpretation of Dam Instrumentation Data for Period Jan 2018 to Dec 2018 for Non-Overflow Block 25, Indira Sagar Dam, M.P. NHDC
3 Analysis and Interpretation of Power House Instrumentation Data for the Period July 2017 to December 2018, Indira Sagar H.E. Project, M.P. NHDC
4 Analysis and Interpretation of Dam Instrumentation Data for Period January 2018 to December 2018 for Spillway Block No. 13, Indira Sagar Dam, M.P. NHDC
5 3D Stress Analysis by Finite Element Method for one Spillway Block of Hirakund Dam, Sambalpur, Odisha WRD
6 3D Stress Analysis of Non-Overflow Block No. 9 by FEM, Massonjore Dam, West Bengal WAPCOS
7 3D Stress Analysis by FEM of Spillway Block No. 15, Massanjore Dam, West Bengal WAPCOS
8 3D Stress Analysis by FEM of Spillway Block No. 9, Lower Tapi Dam (Padalse Dam), Jalgaon, Maharashtra WRD
9 Analysis and Interpretation of Instrumentation Data of Power House for the Period Jan 2019 to Dec 2019, Indira Sagar H.E. Project, M.P. NHDC
10 Analysis and Interpretation of Instrumentation Data of Power House for the Period January 2020 to December 2020, Indira Sagar H.E. Project, M.P. NHDC
11 Analysis and Interpretation of Dam Instrumentation Data for Period January 2019 to Dec 2019 for Spillway Block 13, Indira Sagar Dam, M.P. NHDC
12 Analysis and Interpretation of Instrumentation Data of Power House for the Period Jan 2021 to Dec 2021, Indira Sagar H.E. Project, M.P. NHDC
13 Analysis and Interpretation of Dam Instrumentation Data for Period Jan 2020 to Dec 2020 for Spillway Block 13, Indira Sagar Dam, M.P. NHDC
14 2D Stress Analysis by FEM of Block No. 44 of Saradar Sarovar Dam, Gujarat SSNNL
15 Analysis and Interpretation of Dam Instrumentation Data for Period Jan 2019 to Dec 2019 for Non-Overflow Block 25, Indira Sagar Dam, M.P. NHDC
16 Analysis and Interpretation of Dam Instrumentation Data for Period Jan 2020 to Dec 2020 for Non-Overflow Block 25, Indira Sagar Dam, M.P. NHDC
17 3D stress analyisis by FEM of one penstroke byfercation, Arun-3 H.E.P., SJVN Ltd. SJVN
18 2D Stress Analysis by FEM of Block No. 35 of Saradar Sarovar Dam, Gujarat SSNNL
19 Analysis and Interpretation of Instrumentation Data of Power House for the Period January 2022 to December 2022, Indira Sagar Power Station, Narmada Nagar, Khandawa, M.P. NHDC
20 Analysis and Interpretation of Dam Instrumentation Data for the Period January 2017 to December 2022 for Spillway Block No. 4, Polavaram Project, .A.P. WRD
21 Analysis and Interpretation of Dam Instrumentation Data for the Period June 2017 to December 2022 for Spillway Block No. 40, Polavaram Project, .A.P. WRD
22 Analysis and Interpretation of Dam Instrumentation Data for the Period June 2018 to December 2022 for Spillway Block No. 26, Polavaram Project, .A.P. WRD
23 2D Stress Analysis by FEM of Block No. 47 of Saradar Sarovar Dam, Gujarat SSNNL
24 Analysis and Interpretation of Dam Instrumentation Data for the Period Jan 2022 to December 2022,  Indira Sagar Dam, M.P. NHDC
25 Site Visit for Inspection & verification Installation report, etc of instrumentation data Sripada Yellampalli Barrage, Telangana WRD
26 Analysis and interpretation of Joint Meter & Inclinometer for the period Jan 2020 to Dec 2021 of Sardar Sarovar Dam SSNNL

  • Hanumanthappa M S, Khadane Chetan S, Paswan Shyamli, Lone Shabeer, Ali Rizwan. “Assessment of Structural Safety of the Ageing Gravity Dam by Finite Element Method – A Case Study.” International Conference on Dam Safety(ICDS) 2023, Jaipur, 14-15 Sep. 2023
  • Hanumanthappa M S, Meena Vishnu K, Lone Shabeer, Paswan Shyamli, Ali Rizwan. “Long Term Structural Health Monitoring of a Power House through Analysis and Interpretation of Instrumentation Data – A Case Study.” InternationalConference on Dam Safety,(ICDS) 2023,Jaipur, 14-15 Sep. 2023Soalnki Pratap Singh, Hanumanthappa M.S., Atkekar N.D. “Fast Accessing, Monitoring and Analyzing of Water Resource Management Information using 5G Technology and IoT.” International Journal of Scientific Research in Computer Science and Engineering Vol.11, Issue.2, April 2023
  • Lone S.A, Talegaonkar S. D., and Hanumanthappa. “Monitoring of structural health of a gravity dam through analysis and interpretation of dam instrumentation data.” Journal of Emerging Technologies & Innovative Research Vol.9, Issue 2, July 2022
  • Faiz Ahemad, Uttam Awari, Hanumanthappa. “Stability analysis of Gravity Dam with IS code method & ANSYS.” Samruddhi, Vol.14, Issue 3, 2022
  • Deore Jitesh, Bhuinyan Shilpi, Hanumanthappa M.S. “Concrete Gravity Dam analysis for different layers with variable load condition.” Samruddhi Vol.14, Issue 3, 2022
  • Ali Rizwan, Hanumanthappa M S, Paswan Shyamli, Khadane Chetan S, Bhajantri MR. “3D Stress analysis of Ageing Dam by Finite Element Method Towards Strengthening – A Case Study.” Proceedings of ICOLD 2020 Symposium on”Sustainable development of dams and river basins” 24th -27th February 2021 at New Delhi
  • Hanumanthappa M S, Ali Rizwan, Paswan Shyamli, Lone Shabeer, Meena Vishnu Kumar. “Long Term Structural Performance Monitoring of Gravity Dams Through Analysis and Interpretation of Instrumentation Data – A Case Study.” Proceedings of ICOLD 2020 Symposium on Sustainable development of dams and river basins, 24th -27th February 2021 at New Delhi
  • Ali Rizwan, Hanumanthappa M S, Lone Shabeer A, Khadane Chetan S, Paswan Shyamli. “Assessment of Structural Stability of Distressed Gravity Dam for Pre and Post Repair Condition by Finite Element Method – A Case Study.” Proceedings of International Dam Safety Conference 13th – 14th February 2019, Bhubaneswar, Odisha, India.
  • Hanumanthappa M S, Ali Rizwan, Paswan Shyamli, Lone Shabeer, Meena Vishnu Kumar. “Relevance of Dam Instrumentation Towards Long Term Monitoring of Structural Behaviour of Gravity Dams - A Case Study.” Proceedings of International Dam Safety Conference 13th–14th February 2019, Bhubaneswar, Odisha, India
  • Hanumanthappa M.S, Rizwan Ali, Shyamli Paswan, A.K. Ghosh, S. Govindan Estimation of Rock Participation Factor through Hydro Tests of Pressure Shafts: A Case Study Journal of Water Resource Engineering and Management 2015
  • Ali Rizwan, Hanumanthappa M. S., Paswan Shyamli, Das Minoti, Ghosh A K.  “Stress Analysis by Finite Element Method of Weir Block having large size Multiple Openings- A case study” International Journal of Emerging Technology and Advanced Engineering Volume 5, Issue 1, January 2015
  • Ali Rizwan, Hanumanthappa M S, Paswan Shyamli, Chaphalkar , S G, Govindan S. “Effect on Stability of Gravity Dams due to Impounding of Water at D/s as result of Weir Construction Using FEM.” Water and Energy International,CBIP,India (Accepted for publication)
  • Ali Rizwan, Hanumanthappa M S, Paswan Shyamli, Ghosh A K, Govindan S. “An Assessment of Structural Safety of Cement Mortar Lined Irrigation Water Pipeline by Hydrostatic Test.”  Journal of Water Resources Engineering and Management
  • Ali Rizwan, Hanumanthappa M S, Paswan Shyamli, Ghosh A K, Govindan S. “Evaluation of Structural Stability of an Existing Gravity Dam by Finite Element Method by Applying Pseudo dynamic Approach.” International Journal of Emerging Technology and Advanced Engineering mVolume 4, Issue 2, March 2014
  • Kamble R K, Muralidhar B, Hanumanthappa M S, Patil AV, Edlabadkar J S. “A  Multidisciplinary Approach for Analysis and Control of Seepage in Hydraulic Structures.” ISH International Journal of Hydraulics, August 2013
  • Ali Rizwan, Hanumanthappa M S, Paswan Shyamli, Ghosh A K, Gupta I D. “Analysing the Effect of Reservoir and Foundation Interaction in Gravity Dams on Stress Distribution by 2D Dynamic Analysis.” ISET GOLDEN JUBILEE Symposium of Indian Society of Earthquake Technology 20th -21st October,2012 at IIT Roorkee
  • Ali Rizwan, Hanumanthappa M S, Paswan Shyamli, Ghosh A K, Govindan S. Evaluation of Structural Stability of an Existing Gravity Dam by Finite Element Method By Applying Pseudo-dynamic Approach, ISET GOLDEN JUBILEE Symposium of Indian Society of Earthquake Technology 20th -21st October,2012 at IIT Roorkee
  • Kamble R K, Muralidhar B, Hanumanthappa M S, Patil AV, Edlabadkar J S.  “A Multidisciplinary Approach for Analysis and Control of Seepage in Hydraulic Structures” HYDRO 2012,11TB, December 2012
  • Ali Rizwan, Hanumanthappa M S, Paswan Shyamli, Chaphalkar S.G.O and Govindan S.  “Monitoring of Structural Integrity of Dam Based on Analysis and Interpretational of Dam Instrumentation Data (A Case Study).”  Water Resources Department, Bureau of Indian Standards, 24th February 2011 at New Delhi

Serial No. Name Designation Email Id Phone Number
1 SHRI HANUMANTHAPPA M S SCIENTIST-D & HOD ms[dot]hanumant[at]cwprs[dot]gov[dot]in 020-24103212
2 SHRI KHALIL M BAGWAN SCIENTIST-B khalilbagwan[at]cwprs[dot]gov[dot]in 020-24103425
3 SHRI SHYAMLI PASWAN SCIENTIST-B paswan[dot]smk[at]cwprs[dot]gov[dot]in 020-24103379
4 SHRI KHADANE CHETAN SHESHRAO Assistant Research Officer chaten[dot]sk[at]cwprs[dot]gov[dot]in 020-24103425
5 Smt. SHEETAL SUDHAKAR WAGHMARE Assistant Research Officer waghmare[dot]ss[at]cwprs[dot]gov[dot]in 020-24103497
6 Smt. ARUNA D BHANGE Research Assistant bhange[dot]ad[at]cwprs[dot]gov[dot]in 020-24103425
7 Smt. PARVIN KURESHI Library Information Assistant kurseshi[dot]libis[at]cwprs[dot]gov[dot]in 020-24103425
8 SHRI R. L. JAWALKAR Laboratory Assistant Grade-I rlax[dot]jawalkar[at]cwprs[dot]gov[dot]in 020-24103425
9 SHRI SONAWANE SANDEEP BHAURAO Laboratory Assistant Grade-II sonvane[dot]sb[at]cwprs[dot]gov[dot]in 020-24103379
10 SHRI SANTOSH P PAIGUDE Multi Tasking Staff santosh[dot]paigude[at]cwprs[dot]gov[dot]in 020-24103379

                                                                              Instruments Installed in the Dam for long term health monitoring

Instruments Installed in the Dam for long term health monitoring

                                                                              Dam Instrumentation Data Analysis Lab along with proposed 5G based Real Time Dam Health Monitoring Lab created under R&D Plan Scheme

Dam Instrumentation Data Analysis Lab along with proposed 5G based Real Time Dam Health Monitoring Lab created under R&D Plan Scheme

                                                                              Typical Dam Models

Typical Dam Models

                                                                              Strain Gauge Installation In-situ Strain Measurement at Teesta III

Strain Gauge Installation In-situ Strain Measurement at Teesta III

                                                                              Penstock model

Penstock model

                                                                              Verification of Design Adequacy by Hydro Test for Tata’s Khopoli Plant

Verification of Design Adequacy by Hydro Test for Tata’s Khopoli Plant

                                                                              Nangal Transmission Tower

Nangal Transmission Tower

                                                                              3D Stress Analysis of Penstock Bifurcation of Arun 3 Project

3D Stress Analysis of Penstock Bifurcation of Arun 3 Project

                                                                              Typical 3D Stress Analysis of Gravity Dams

Typical 3D Stress Analysis of Gravity Dams

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