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GOVERNMENT OF MAHARASHTRA
WATER RESOURCES DEPARTMENT
ANNUAL RESEARCH REPORT2011 – 2012
MAHARASHTRA ENGINEERING RESEARCH INSTITUTE, NASHIK – 422 004
FOREWORDMERI established in 1959 is prime research institute of Maharashtra state under
water resources Department. It is entrusted with the work of research, investigation and
consultancy in various disciplines of civil engineering like soil mechanics, construction
material testing, vibration structural, highway, coastal engineering. Remote sensing,
seismology, hydraulic model studies and reservoir sedimentation studies etc.
It is largely dealing with field problems of applied research pertaining to various
projects. Being the state research institute, its jurisdiction is spread over the entire
Maharashtra state covering the water resources and public works Department. While
under taking research studies, their applications in the field are also considered. In
addition to self-sponsored research and works referred by the field officers, the institute
tackles research problems sponsored by the central government through the central board
of irrigation and power (CBIP), ministry of water resources (MoWR), ministry of surface
transport (MOST), Indian national committee on hydraulic research (INCH), Department
of Science and technology (DST) etc. In addition to this, testing of all construction
material, soils, water quality etc. is also done by the institute. The institute also works as a
nodal agency for earthquake monitoring for Maharashtra State. The institute also
undertakes consultancy works for other departments of Government of Maharashtra, local
bodies and private agencies
It is my pleasure in presenting this Annual Research Report of Maharashtra
Engineering Research Institute (MERI) for the year 2011 -2012.
During the year (2011–2012) 65 studies in various fields such as Hydraulic
Structures, Sedimentation Survey, Remote sensing, Soil Mechanics, Roads and bridges etc.
have been completed by the institute.
During the year MERI has contributed fourteen papers at various
National Seminars /Symposiums / sessions organized by CBIP/ICHE-IIT Chennai/ IIS
Bangalore /UTU Dehradun / Guwahati & Dibrugarh University, Assam etc.
Director General Design, Training, Hydrology, Research & Safety
MERI, Nashik-4
ORGANISATION CHARTMAHRASHTRA ENGINEERING RESEARCH INSTITUTE, NASHIK-4
Chief Engineer
Director General
Research Officer,Hydro Dn. No. I
(Addl.Charge)
Research Officer,Reservoir
Sedimentation Research Dn.
Sci.Res.Officer,Soil Mechanics
Division (Addl.Charge)
Sci.Res.Officer,Material Testing
Dn.
Research Officer,Instrumentation Research Dn.
Research Officer,Struct. Research & Phy. Dn. (Addl.Charge)
Research Officer,Remote Sensing
& Geo Informatics Dn. (Addl.Charge)
Research Officer, Highway Research
Division No.I
CONTENTS
Sr. No. DescriptionPage No.
Foreword
Organisation chart of Research Personnel
1.0 Introduction 1
1.1 Nature of Work 1
Administrative Officer Executive EngineerSeismic Data Analysis Dn.
Superintending Engineer & Jt. Director
2.1 Division wise brief reports of Research Work 5
2.1.1 Hydrodynamics Research Division No. I 5
2.1.2 Reservoir Sedimentation Survey Division 10
2.1.3 Remote Sensing & Geo-Informatics Division 27
2.1.4 Soil Mechanics Division 31
2.1.5 Material Testing Division 32
2.1.6 Seismic Data & Analysis Division 34
2.1.7 Instrumentation Research Division 36
2.1.8 Structural Research & Physics Division 40
2.2 Public Works Department
2.2.1 Highway Research Division No. I 42
Appendix – I : Supplementary Information
Training, Participation in sessions, Library, Financial
performance, Staff etc.
44
Appendix- II: List of the papers Submitted at various
Sessions / Conferences52
Appendix- III: Graphs showing i) Technical Papers ii)
Revenue Earned iii) Applied / Basic study iv) Testing Work.54
MAHARASHTRA ENGINEERING RESEARCH INSTITUTE, NASHIK-4
ANNUAL RESEARCH REPORT (JULY - 2011 TO JUNE - 2012)
1.0 INTRODUCTION:The setup of Maharashtra Engineering Research Institute (MERI), Nashik,
was established in April, 1959. At present, there are nine research divisions. The
Institute is headed by Director General.
The Nine Divisions in the Institute are as follows.1) Hydrodynamics Research Division No.I
2) Reservoir Sedimentation Survey Division
3) Structural Research & Physics Division
4) Soil Mechanics Division No. I
5) Material Testing Division
6) Seismic Data Analysis Division
7) Instrumentation Research Division
8) Highway Research Division No. I
9) Remote Sensing & Geo-informatics Division
1.1 NATURE OF WORK: The works carried out in each Division is given below in brief.
I) HYDRODYNAMICS RESEARCH DIVISIONS NO.I Hydrodynamics Division in the Institute, which deal with hydraulic model
studies for spillways, outlets, flood protection works, surge systems etc. Some basic
research problems are also taken up in hydrodynamics division. This division is
entrusted with calibration of hydraulic structures such as outlets, SWF etc.
Backwater studies are also carried out in this Division.
In the campus of hydrodynamics laboratory, sufficient space and
infrastructure facilities are available, for hydraulic model studies. Water is made
available from Gangapur Left Bank Canal for running the models. Indoor laboratory
is also set up for carrying out certain model studies. For this Laboratory water is
made available by recirculation system.
The Hydrodynamics Divisions of MERI carries out large number of model
studies for projects within Maharashtra State. Various projects from other States of
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India as well as some projects from foreign countries had also been entrusted to
MERI in past for carrying out model studies.
II) RESERVOIR SEDIMENTATION SURVEY DIVISION. Reservoirs sedimentation studies using boat mounted Differential Global
Positioning System (DGPS) and conventional bathymetric surveys are carried out in
this division. Also sedimentation studies by use of Remote Sensing Technique are
carried out in this Division. The present capacity of the reservoir is established by
using above techniques and sediment load is derived by comparing present capacity
with previous survey.
III) STRUCTURAL RESEARCH AND PHYSICS DIVISION.The work undertaken in Structural Research and Physics Division can be
broadly classified into experimental stress analysis, prototype testing of structure,
analysis of special structures. Division carries out testing of gravel, filter sand,
bleaching powder, alum etc. Works such as testing bearing capacity for rocks,
pullout tests on anchorage’s, steel testing, load tests on bridges, aqueducts, slab etc.
are also done in this division. Non destructive testing is also carried out by this
division for concrete structure. Besides, this chemical analysis of leached material
and seepage water from body of the dams is also done.
IV) SOIL MECHANICS DIVISION NO.IThe Soil Mechanics Division carries out applied and basic research, as well
as soil testing work for projects. Safe Bearing Capacity tests for foundations are also
done by this division. The problems faced by the field officers regarding earth dams,
canals, foundations etc. are tackled in this division and practical solutions are
suggested. Swelling pressure index tests for various cohesive non swelling (CNS)
Material and all other tests for Engineering Properties of soils are mainly carried out
in this division.
V) MATERIAL TESTING DIVISION The works carried out in Material Testing Division are of different categories.
These pertain to important applied and basic research and testing works done with
respect to the building and construction materials such as cement, sand, stone, RCC
pipes mortar, bricks, steel, lime, fly ash etc. There is a separate cell for inspection
and calibration of quality control laboratory instruments of Irrigation Projects
functioning at work sites.
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Mix Design of the Roller Compacted Concrete for dams is also done by this
division.
This division has special facility of testing large size cores of 900-mm dia. with
2000 T. Capacity Compression Testing Machine
VI) SEISMIC DATA ANALYSIS DIVISIONThe Seismic Data Analysis Division acts a “Nodal Agency” for compilation of
earthquake data for Maharashtra. This division carries out analysis of seismic data
from seismic instruments installed at various stations around selected river valley
projects in the State. A quarterly data bulletin on seismic activities in the State is
prepared by this division. This division also carries out work of calibration & testing of
Micro Earthquake Recorders & Strong Motion Accelerographs installed at various
Irrigation projects in the state.
This division also deals with following activities.
i) Maintenance and repairs of Civil works of the Institute. (office & colony premises)
ii) Maintain account of the whole Institute
iii) Procurements of materials for other research divisions.
iv) Preparing documents and following all procedures of Purchase Advisory
Committee (E)
VII) INSTRUMENTATION RESEARCH DIVISION1) The Instrumentation Research Division looks after procurement, installation,
repairs, of instruments on various projects in the state.
Repairing works of Dumpy levels, prismatic compasses, theodolites, staves,
stands, planimeter, binocular etc. are carried out in Instrument Repairing Cell.
3) Manufacturing of pan evaporiometers, uplift pressure cells, surface settlement
plugs, and plumb bobs is done by this division.
Installations of instruments include: Uplift pressure cells, stress- meter, strain-
meter, no- stress strain meter, thermometer, earth pressure cell, electric
piezometer, slope indicator etc.
This division also deals with:
i) Processing of all matters pertaining to Purchase Advisory Committee “B“ i.e.
Looking after purchase of sophisticated equipments & Scientific and
Mathematical Instruments for Irrigation Projects in Maharashtra.
ii) The administration of Central library including correspondence, purchasing of
library Books and Journals.
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iii) Technical correspondence pertaining tender calling, compilation,
documentation in respect of Purchase Advisory committee for MWSIP
VIII) HIGHWAY RESEARCH DIVISION NO. IThe problems studied in Highway Research Division No.I are of the following
categories: -
Assessment of strength and other properties of road construction materials,
asphalt mix designs, solutions to traffic problems.
This division also deals with the basic research schemes sponsored by the
Government of India through the Ministry of Surface Transport (road wing). Traffic
census studies for National / State Highways are done by this division. In addition to
this the work of applied research problems referred by PWD department of State are
also dealt with in this division.
This division has facilities of carrying out model studies for anti sea erosion
bunds, breakwaters, groyne, and small jetty structures, concerned with coastal
engineering.
IX) REMOTE SENSING & GEO-INFORMATICS DIVISION:Applications of Remote Sensing Techniques for reservoir sedimentation
studies, crop identification in command areas land use / land cover-mapping and
other uses are done in this division. This division is having facilities of processing
and analyzing satellite digital image data.
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2.1.1. DIVISION WISE BRIEF REPORTS OF RESEARCH WORK
2.1 HYDRODYNAMICS RESEARCH DIVISION NO. IA) PROBLEMS COMPLETED IN THE YEAR 2011- 20121) JIGAON PROJECT, TAL: NANDURA, DIST: BULDHANA SECTIONAL (2-D) MODEL STUDY
a) First interim report:-
Experiments are carried out on G.S. 1:50 scale sectional model, prepared as
per drawings supplied by S.E. (M.D.), C.D.O., Nashik. Main terms of reference given
to this institute are to find head discharge relationship for spillway, to check trunion
submergence etc.
From the experiments and observations for various conditions, when
reservoir level is at F.R.L. 239.210 m; spillway will able to pass the discharge of
22464.09 Cumecs as against expected discharge of 24131.02 Cumecs for T.W,L.
232.80 m. to 233.20 m. Hence the spillway capacity seems to be inadequate also
trunion is submerged for this condition. At about 0.383 m. water is above the trunion
R.L. 231.117 m. All above performances are subjected to realisation of tail water
level in tail channel.
For the above experiments in absence of any realistic data, the TWL
supplied by Field Officer vide letter No. 1396/TS-2/Jigaon/M.D./09. dt. 07.03.2009
has been adopted. Accordingly results were communicated to the concerned
authority.
Field officer requested to this Institute to carry out the experiments on the
same drawings of overflow section with variable tail water levels and also
communicated the designed head discharge table for spillway.
From the experiments for extreme case for M.W.L. 240.561 m. the discharge
passes over spillway is of the order of 27662.66 cumecs with T.W.L. 235.00 to
235.50 m. Trunion submergence is of the order of 2.633 m.
b) Second interim report:-
Field officer & C.D.O. requested this institute to carryout model study for
revised drawings & input data. Due to changes in drawings and input data for TWL
the experiments are carried out on G.S. 1:60 scale sectional model. End weir was
not provided in this dam.
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The experiments are conducted on the model to observe the Hydraulic
performance of energy dissipation arrangement given by C.D.O. and measurement
of water surface profile for reservoir level at F.R.L. 239.210 m. , M.W.L 240.561 m.
and for 28621.38 cumecs discharge maintaining corresponding tail water level,
newly suggested by field officer.
Graph showing the head discharge relationship for free flow condition is
plotted and it indicates that for F.R.L. 239.21 m. outflow is about 20286.00 cumecs
and for M.W.L. 240.561 m. outflow is about 24852.00 cumecs. Upper nappee profile
bas been plotted for F.R.L. & M.W.L. from this the trunion clearance observed for
F.R.L. and M.W.L. is about 7.94 m. & 7.07 m. respectively
Further studies on calibration of Gate will be conducted after receipt of
comments from field officer & C.D.O.
2) MODEL STUDY FOR SPILLWAY AND E.D.A. OF MIDDLE VAITARNA PROJECT UNDER M.C.G.M.- SECTIONAL (2-D) MODEL STUDY
Experiments are carried out on G.S. 1:50 scale sectional model, prepared as
per drawings supplied by S.E. (M.D.) , C.D.O. Nashik. Main terms of reference given
to this Institute are to find head discharge relationship , to check adequacy of
spillway, to check trunion submergence & to find discharges at various gate
openings and different reservoir levels etc.
From the experiments and observations for various conditions, it reveals that
the spillway has adequate capacity to pass 7287 cumecs as against designed
discharge of 6538 cumecs at F.R.L. ‘ Calibration Curve ‘ for free flow condition and ‘
Gate Calibration Curves ‘ for various gate openings & reservoir levels are developed
& given in report. Pressures on spillway glacies along the centre line of spillway are
observed. Negative pressures observed at certain locations are within permissible
limits. During experiments it was observed that appron suggested by C.D.O.
adjacent to lip of flip bucket shows fluctuation pressures. This phenomenon was
eliminated by providing appron 1.5 m. below lip level. This leads to saving in
concrete quantity & better hydraulic performance. Height and length of trajectory of
flip from bucket for various discharges & gate openings are studied and noted in
tabular and graphical forms. Accordingly results were communicated to concerned
authority.
In future it is desirable to take proto observations as suggested in ‘ P.W.D.
Hand book Chapter No. 18 ‘ Hydraulics ‘ in the form of photographic & video graphic
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records so that model proto conformity will built the confidence level of design
engineers on the assumptions considered during design.
DISCHARGE MEASUREMENT WORK BY USING CURRENT METER
A meeting was held on dt. 5.4.2011 at Mantralaya, Mumbai- 32 under the
Chairmanship of Principle Secretary (W.R.D.), to assess conveyance losses in
canals of selected canal reaches of Projects in Maharashtra. The list of projects &
reaches on pilot basis finalized by respective Regional Chief Engineers in
consultation with WALMI authority.
The work of co-ordination & implementation was entrusted to WALMI
authority. As a part of this type of proto-study it was decided that MERI officials to
assist WALMI authority & field officer for discharge measurement work by current
meter at pre-determined specified locations on main canal selected by WALMI &
field officer as and when necessary, particularly where measuring devices are not
available.
The objectives of the study is to assist WALMI authority in conveyance loss
study of main canals of the projects under consideration by discharge measurement
work on canal using current meter at appropriate locations finalised by the field
officer and WALMI.
The discharge measurement work is carried out as per the past experience
of this Institute & guide lines given in I.S.1192-1987 and CWPRS Pune.
From the experimental observations of discharge by current meter to the best of our knowledge the results at specified location are as below
3) Kukadi Project (Kukadi Left Bank Canal)
(a) Main Canal
(i) In flow measurement site ch 76/400 km. of KLBC Discharge 30.362 cumecs, 1072.237 cusecs
(ii) Outflow measurement site ch.109/300 km. of KLBC Discharge 24.435 cumecs, 862.938 cusecs
(b) Distributory no.7 of KLBC
(i) In flow measurement site ch. 0/270 km. of Dy. No.7 Discharge 1.0191 cumecs, 35.9898 cusecs
(ii) Outflow measurement site ch. 2/000 of Dy. No. 7 Discharge 0.9714 cumecs, 34.3045 cusecs
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(4) Jayakwadi Project ( Paithan Left Bank Canal )
(a) Main Canal(i)In flow measurement site @ ch 2.997 km. of PLBC
Discharge 42.166 cumecs, 1489.303 cusecs
(ii) Outflow measurement site @ ch.31.26 km. of PLBC
Discharge 37.793 cumecs, 1334.849 cusecs
These results are communicated to WALMI authority for further processing regarding calculation of conveyance losses.
5) CALIBRATION OF STANDING WAVE FLUME OF DIMBHE LEFT BANK CANAL (KUKADI PROJECT)
Field officer requested this institute to calibrate the S.W.F. @ ch.0/580 m. of
Dimbhe Left Bank Canal (Kukadi Project). Accordingly research team visited at site
& suggested to do the needful arrangement to measure the discharge by current
meter. After doing the prerequisite arrangement @ site research team visited the
site for conducting the discharge measurements work by current meter. Four sets of
experiments were carried out for various discharges for given cross section of canal
@ ch. 1340 m. for various stages. The discharges observed are as below.
Sr.
NO.
Water depth in canal in m. Observed discharge in cusecs.
1 2.72 783.821
2 2.57 608.740
3 2.18 414.021
4 1.68 261.368
6) BACK WATER STUDY OF AMRAVATI MEDIUM PROJECTInterim report of the Back Water Study of Amravati medium project sent to
field officer for confirmation of input data. After receipt of confirmation the final report
will be prepared.
B) Problems in progress during the year 2011 – 12 1) Back water study for Chandrabhaga Medium Project, Tal. Achalpur, Dist.
Amarawati.
2) Model studies for Sapli Dam spillway, Dist. Hingoli,
a) Sectional model.
b) Composite model.
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3) Dhudganga Canal Conveyance losses for ch.4.5 km. – 6.5 km.
4) Upper Godavari project- S.W.F.Calibration of Palkhed L.B.C.,
5) Back water study for Nagan Medium Project, Tal. Navapur, Dist.
Nandurbar.
6) Back water study for Lower Panzra Project (Akkaklpada)
7) To study method of measurement of water from Koyana Dam- Diverted
towards west for power generation.
8) Model study for spillway and E.D.A. of Middle Vaitarna Project under
M.C.G.M. – composite model.
9) Stepped spillway v/s Normal Ogee spillway as an E.D.A.
(I.N.C.H.proposal )
C) List of Sanctioned Technical Reports from 01/07/2011 to 30/06/20121) First Interim report on 2-D Model Studies for the spillway of Jigaon Project Tal.
Nandura Dist. Buldhana. (MERI/HYDRO-1/JIGAON/802/2011 Dt.14/11/2011)
2) Report on Discharge Measurement work by using current meter for Kukdi
Project (MERI/HYDRO-1/KUKDI/75/ 2012 Dt.20/01/2012)
3) Report on Discharge Measurement work by using current meter for Jayakwadi
Project.- Paithan Left Bank Canal Km.3 & Km.32 (MERI/HYDRO-1/DISCHARGE
MEASUREMENT/JAYAKWADI/184/2012 Dt.15/03/2012)
4) Report on Calibration of Standing Wave Flume @ Ch.0/580 m. of Dimbhe Left
Bank Canal. (Kukdi Projrct) (MERI/HYDRO-1/CALIBRATION/DIMBHE
CANAL/273/2012 Dt.24/04/2012)
5) Second Interim report on 2-D Model Studies for the spillway of Jigaon Project
Tal. Nandura Dist. Buldhana. (MERI/HYDRO-1/JIGAON/492/2012 Dt.3/08/2012)
6) 2-D Model Study Report for spillway of E.D.A. of Middle Vaitarna Project under
M.C.G.M. (MERI/HYDRO-1/ARO-1/M.V./567/2011 Dt.18/07/2011)
D) Deposit Amount Received during this year-Rs. 0.16 Lakhs
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2.1.2 RESERVOIR SEDIMENTATION SURVEY DIVISION :A) PROBLEMS COMPLETED IN THE YEAR 2011-20121) Jam Project, Dist. Nagpur - Storage capacity evaluation and sedimentation study by satellite remote sensing Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details Year 1996 Year 2010Capacity in Mm3 between F.R.L.435.70 m and MDDL 429.00 m
24.30 22.96
Cumulative loss in cap. Mm3 ---- 1.34
Cumulative % loss ---- 5.51
Annual % loss ---- 0.39
Silt rate (ha-m/100km2/year) ---- 5.597
2) Kar Project, Dist. Wardha -Storage capacity evaluation and sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage zone
of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
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Results
Details Year 2000 Year 2010
Capacity in Mm3 between F.R.L.432.65 m and MDDL 425.00 m 21.063 18.7756
Cumulative loss in cap. ----- 2.2874
Cumulative % loss ----- 10.86
Annual % loss ------ 1.09
Silt rate (ha-m/100km2/year) ----- 12.99
3) Nalganga project, Dist. Buldana - Storage capacity evaluation and sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details As per Original (Year 1963)
As per present (Year 2010)
Capacity in Mm3 between F.R.L.294.44 m and MDDL 280.72 m 70.2777 58.8171
Cumulative loss in cap. ----- 11.4606
Cumulative % loss ----- 16.307
Annual % loss ----- 0.3469
Silt rate ( mm/year) ----- 0.772
Silt rate (ha-m/100km2/year) ----- 7.72
4) Dnyanganga project, Dist. Buldhana - Storage capacity evaluation and 11
sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details
As per Original SurveyYear 1971
As per present SRS Survey Year 2010
Capacity in Mm3 between F.R.L.404.90 m and R.L. 390.00 m
31.3332 27.7313
Cumulative loss in cap. ----- 3.6013
Cumulative % loss ----- 11.495
Annual % loss ----- 0.295
Silt rate ( mm/year) ----- 0.4617
Silt rate (ha-m/100km2/year) ----- 4.617
5) Mun project, Dist. Buldhana - Storage capacity evaluation and sedimentation study by satellite remote sensingObjective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Results
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
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Results
Details Year 1993 Year 2010
Capacity in Mm3 between F.R.L.374.60 m and R.L. 360.00 m
38.5737 36.3209
Cumulative loss in cap. ----- 2.2527
Cumulative % loss ----- 5.84
Annual % loss ----- 0.3435
Silt rate ( mm/year) ----- 0.422
Silt rate (ha-m/100km2/year) ----- 4.22
6) Mas project, Dist. Buldana - Storage capacity evaluation and sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details
As per Original SurveyYear 1982
As per present SRS Survey Year 2010
Capacity in Mm3 between F.R.L.324.5 m and R.L. 319.00 m
15.4242 12.6017
Cumulative loss in cap. ----- 2.8227
Cumulative % loss ----- 18.30
Annual % loss ----- 0.654
Silt rate ( mm/year) ----- 0.4746
Silt rate (ha-m/100km2/year) ----- 4.746
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7) Koradi project, Dist. Buldhana- Storage capacity evaluation and sedimentation study by satellite remote sensingObjective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details As per Original Survey
Year 1980
As per present SRS Survey
Year 2010Capacity in Mm3 between F.R.L.546.30 m and R.L. 540.00 m
23.4660 21.4381
Cumulative loss in cap. ----- 2.0279
Cumulative % loss ----- 8.6419
Annual % loss ----- 0.288
Silt rate ( mm/year) ----- 0.24081
Silt rate (ha-m/100km2/year) ----- 2.4081
8) Pentakali project, Dist. Buldana - Storage capacity evaluation and sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage zone
of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
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Results
Details As per Design
Year 2001
As per present SRS Survey Year 2010
Capacity in Mm3 between F.R.L.558.50 m and R.L. 548.00 m
63.2304 62.285
Cumulative loss in cap. ----- 0.9454
Cumulative % loss ----- 1.495
Annual % loss ----- 0.1661
9) Dham project, Dist. Wardha - Storage capacity evaluation and sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details Year 1986 Year 2010
Capacity in Mm3 between F.R.L.328.60
m and MDDL 315.25 m 62.51 59.485
Cumulative loss in cap. ----- 3.025
Cumulative % loss ----- 4.84
Annual % loss ----- 0.202
Silt rate (ha-m/100km2/year) ----- 3.394
10) Wadgaon project, Dist. Nagpur - Storage capacity evaluation and 15
sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage zone
of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details Year 1997 Year 2010Capacity in Mm3 between
F.R.L.255.10 m and MDDL 248.50 m 136.00 134.896
Cumulative loss in cap ---- 1.104Cumulative % loss ---- 0.811Annual % loss ---- 0.06Silt rate (ha-m/100km2/year) ---- 0.993
11) Totladoh project, Dist. Nagpur - Storage capacity evaluation and sedimentation study by satellite remote sensingObjective
The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage zone
of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data for
different water levels between MDDL to FRL. The difference between aerial spread
of water between current year and earlier years is the aerial extent of silting at these
levels.
Results
16
Details Year 1986 Year 2010Capacity in Mm3 between F.R.L.490.00 m
and MDDL 464.00 m 1091 1016.93
Cumulative loss in cap. ------ 74.07
Cumulative % loss ----- 6.789
Annual % loss ----- 0.2826
Silt rate ( mm/year) ----- 0.7216
Silt rate (ha-m/100km2/year) ----- 7.216
12) Kolar project, Dist. Nagpur - Storage capacity evaluation and Sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage zone
of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data for different
water levels between MDDL to FRL. The difference between aerial spread of water
between current year and earlier years is the aerial extent of silting at these levels.
Results
Details Year 1984 Year 2010Capacity in Mm3 between F.R.L.364.00 m and MDDL 351.20 m
31.32 30.42
Cumulative loss in cap. ---- 0.90
Cumulative % loss ---- 2.87
Annual % loss ---- 0.11
Silt rate (ha-m/100km2/year) ---- 1.965
13) Pench project, Dist. Nagpur- Storage capacity evaluation and Sedimentation study by satellite remote sensing
17
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
Details Year 1976 Year 2010Capacity in Mm3 between F.R.L.325.00 m
and MDDL 314.00 m 181.06 141.74
Cumulative loss in cap. ------ 39.314
Cumulative % loss ----- 21.71
Annual % loss ----- 0.64
14) Bor project, Dist. Wardha - Storage capacity evaluation and Sedimentation Study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Results
18
Details Year 1966 Year 2010
Capacity in Mm3 between F.R.L.330.40 m and MDDL 313.313 m 127.42 123.2119
Cumulative loss in cap. ---- 4.2081
Cumulative % loss ---- 3.30
Annual % loss ---- 0.075
Silt rate (ha-m/100km2/year) ---- 2.511
15) Utawali project, Dist. Buldhana - Storage capacity evaluation and Sedimentation study by satellite remote sensing
Objective The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage
Zone of reservoir.
Methodology
The basic concept is to find out the water-spread area from satellite data
for different water levels between MDDL to FRL. The difference between
aerial spread of water between current year and earlier years is the aerial
extent of silting at these levels.
Observations
Reservoir
Portion
Original Capacity
Mm3
Present Capacity
(year 2010) Mm3
Designed Capacity
Mm3
From F.R.L. 370.50 m to R.L. 364.00 m
16.9702 16.7136 15.6755
16) Terna project, Dist. Osmanabad - Storage capacity evaluation and Sedimentation study by satellite remote sensingObjective
The objective of the study
Updating of Elevation-Capacity curve using satellite data in live storage zone
of reservoir.
Methodology
19
The basic concept is to find out the water-spread area from satellite data for different water levels
between MDDL to FRL. The difference between aerial spread of water between current year and
earlier years is the aerial extent of silting at these levels.
Details As Per Original Survey 1967
As Per SRS Survey 2011
Capacity between MDDL to FRL in Mm3 23.372 16.41
Silt deposited in Mm3 6.96
Period in years -- 44Cumulative % Loss 29.79% Annual loss 0.68
Silt rate in Ha-m/100sq.km/year 3.79
1) Radhanagari project, Dist. Kolhapur - Sedimentation survey by Hybrid Technique of DGPS based Bathymetric survey in conjunction with Satellite Remote Sensing Technique.
Objective
To estimate total siltation in reservoir
To estimate present gross storage capacity of reservoir
To update the content table at different elevations
To update Elevation -Capacity curve
Methodology
The reservoir portion from bed level R.L. 556.00 m up to R.L.584 00 m was covered
under DGPS based hydrographic survey and the portion above R.L. 584.00 m up to
F.R.L. was covered under Satellite remote sensing survey. Thus total reservoir
portion was covered under survey and siltation in the entire reservoir could be
estimated. The Hydrographic survey was conducted at 100 m range lines spacing.
The remote sensing survey was conducted using IRS P6 LISS III images having 24
m resolution. The results of both the surveys were clubbed and the present storage
capacity was estimated. This present capacity was compared with designed capacity
of the reservoir and the difference was attributed to siltation.
Results
Details Original capacity year 1908
Revised capacity year 2011
20
Capacity between bed level @ R.L.
556.00 m to R.L. 590.98 m in Mm3 236.79 208.8127
Silt deposited between original and
latest surveys in Mm3 ---- 27.9773
Period in years (From 1908 to 2011) -- 103
Rate of silt deposited between two
surveys in Mm3/year -- 0.2716
Loss of capacity (cumulative) in Mm3
% to original capacity
% Annual loss
--
--
--
27.9773
11.82
0.1147
Rate of siltation in
Ha-m/100sq.km/year -- 24.96
2) Tulshi project, Dist. Kolhapur –Storage capacity assessment survey by Hybrid Technique of DGPS based Bathymetric survey in conjunction with Satellite Remote Sensing Technique.
Objective
To estimate total siltation in reservoir
To estimate present gross storage capacity of reservoir
To update the content table at different elevations
To update Elevation -Capacity curve
Methodology
The reservoir portion from bed level up to R.L.606. 00 m was covered under DGPS
based hydrographic survey and the portion above R.L. 606.00 m up to F.R.L. 616.91
m was covered under Satellite remote sensing survey. Thus total reservoir portion
was covered under survey and siltation in the entire reservoir could be estimated.
The Hydrographic survey was conducted at 100 m range lines spacing. The remote
sensing survey was conducted using IRS P6 LISS III images having 24 m resolution.
The results of both the surveys were clubbed and the present storage capacity was
estimated.
Results
As per Original ( Design) As per present StudyGross Storage in Mm3 98.29 102.100
21
Live Storage in Mm3 91.92 93.161
Dead Storage in Mm3 6.37 8.939
3) Yeldari project, Dist. Parbhani –Sedimentation survey by Hybrid Technique of DGPS based Bathymetric survey in conjunction with Satellite Remote Sensing Technique.
Objective
To estimate total siltation in reservoir To estimate present gross storage capacity of reservoir To update the content table at different elevations To update Elevation -Capacity curve
Methodology
The reservoir portion from bed level R.L. 439.00 m up to R.L.458.00 00 m was
covered under DGPS based hydrographic survey and the portion above R.L. 458.00
m up to F.R.L.461.77 m was covered under Satellite remote sensing survey. Thus
total reservoir portion was covered under survey and siltation in the entire reservoir
could be estimated. The Hydrographic survey was conducted at 100 m range lines
spacing. The remote sensing survey was conducted using IRS P6 LISS III images
having 24 m resolution. The results of both the surveys were clubbed and the
present storage capacity was estimated. This present capacity was compared with
designed capacity of the reservoir and the difference was attributed to siltation.Results
Details Original Survey (Year-1968)
Present Survey (Year-2011)
Gross storage Capacity ( RBL to FRL)[439.00 m. to 461.772 m in Mm3 934.44 800.10
Silt deposited between Original and Present survey in Mm3 --- 134.34
Period in years --- 43Loss of capacity : (cumulative) in Mm3
--- 134.34
% to original capacity --- 14.38% Annual loss --- 0.334Rate of siltation inHa-m/100sq.km/year
---4.26
4) Majalgaon project, Dist. Beed - Storage capacity assessment survey by Hybrid Technique of DGPS based Bathymetric survey in conjunction with Satellite Remote Sensing Technique.
22
Objective
To estimate total siltation in reservoir
To estimate present gross storage capacity of reservoir
To update the content table at different elevations
To update Elevation -Capacity curve
Methodology
The reservoir portion from bed level R.L. 411.90 m up to R.L.429.00 m was covered
under DGPS based hydrographic survey and the portion above R.L.429.00 m up to
F.R.L. 431.80 m was covered under Satellite remote sensing survey. Thus total
reservoir portion was covered under survey and siltation in the entire reservoir could
be estimated. The Hydrographic survey was conducted at 100 m range lines
spacing. The remote sensing survey was conducted using IRS P6 LISS III images
having 24 m resolution. The results of both the surveys were clubbed and the
present storage capacity was estimated. This present capacity was compared with
designed capacity of the reservoir and the difference was attributed to siltation.
Results
DetailsOriginal Survey
(Year-1987)
Present Survey
(Year-2010)
Gross storage Capacity ( RBL to FRL)[411.90 m. to 431.80 m] in Mm3 454.00 408.082
Silt deposited between Original and Present survey in Mm3 --- 45.918
Period in years --- 23Loss of capacity : (cumulative) in Mm3 --- 45.918
% to original capacity --- 10.11
% Annual loss --- 0.44
Rate of siltation inHa-m/100sq.km/year --- 5.199
5) Tulsi project, Dist. Thane - Storage capacity assessment survey by Hybrid Technique of DGPS based Bathymetric survey in conjunction with Satellite Remote Sensing Technique.
Objective23
To estimate total siltation in reservoir
To estimate present gross storage capacity of reservoir
To update the content table at different elevations
To update Elevation -Capacity curve
Methodology
The reservoir portion from bed level R.L. 118.70 m up to R.L.135.21 m was
covered under DGPS based hydrographic survey and the portion above R.L. 135.21
m up to F.R.L.139.17 m was covered under Satellite remote sensing survey. Thus
total reservoir portion was covered under survey and siltation in the entire reservoir
could be estimated. The Hydrographic survey was conducted at 100 m range lines
spacing. The remote sensing survey was conducted using IRS P6 LISS III images
having 24 m resolution. The results of both the surveys were clubbed and the
present storage capacity was estimated. This present capacity was compared with
designed capacity of the reservoir and the difference was attributed to siltation.
Results
DetailsOriginal
capacity Mm3 (Year-1879)
Present survey capacity Mm3
(Year-2010) Live Storage Capacity
From MDDL to FRL 10.429 9.089
Silt deposited between original and Present surveys in Mm3
-- 1.34
% Loss in Live Storage -- 12.85Annual Loss -- 0.098Period in years -- 131Rate of siltation inHa-m/100sq.km/year -- 15.13
6) Vihar Project, Dist. Mumbai - Storage capacity assessment survey by Hybrid Technique of DGPS based Bathymetric survey in conjunction with Satellite Remote Sensing Technique.
24
Objectives To estimate total siltation in reservoir
To estimate present gross storage capacity of reservoir
To update the content table at different elevations
To update Elevation -Capacity curve
Methodology
Actual capacity survey was carried out with sophisticated DGPS based
integrated Bathymetric System Boat equipped with echo sounder and GPS unit and
laptops is on prepared range lines. Sounding date & position data along these range
lines is collected during survey. Collected data edited for obtaining ground levels.
This data is analyzed with help of surfer software to obtain area , volume & contour
map of reservoir. The Remote Sensing Project of the study covered a reservoir
portion between R.L.75.87 m up to F.R.L. 80.11 .The Indian Remote Sensing
Satellite IRS P6 LISS –III image having spatial resolution of 24 m have been used for
this study.
Result
DetailsOriginal
capacity Mm3 (Year-1859)
Present survey capacity Mm3
(Year-2010)Live Storage Capacity From MDDL to FRLMDDL to FRL
38.600 36.132
Silt deposited between original and Present surveys in Mm3 -- 2.468
% Loss in Live Storage -- 6.3937Annual Loss -- 0.04234Period in years -- 151Rate of siltation inHa-m/100sq.km/year -- 8.5925
B) Technical Report: (DGPS + R.S.)
Sr. No.
Reservoir / Project Name
Report sent to Outward No. & Date
1. Jam S.E. NIC Nagpur 500/29-6-2012
2. Kar S.E. NIC Nagpur 501/29-6-2012
3. Nalganga S.E. A.I.C. Akola 326/30-4-20124. Dnyanganga S.E. A.I.C. Akola 18/5-1-2012
25
5. Mun S.E. A.I.C. Akola 17/5-1-20126. Mas S.E. A.I.C. Akola 19/ 5-1-20127. Koradi S.E. A.I.C. Akola 89/30-1-20128. Pentakali S.E. B.I.P.C. Buldana 90/30-1-20129. Dham S.E. C I P C Chandrapur 480/20-6-201210. Vadgaon S.E. CADA Nagpur 502/29-6-201211. Totladoh S.E. CADA Nagpur 499/29-6-201212. Pench S.E. CADA Nagpur 506/29-6-201213. Kolar S.E. CADA Nagpur 505/29-6-201214. Bor S.E. C I P C Chandrapur 484/21-6-201215. Utawali S.E. B.I.P.C. Buldana 327/30-4-201216. Yeldari S.E. N.I.C. Nanded 15/4-1-201217. Majalgaon S.E. CADA Beed 715/30-9-201118. Tulsi (Mumbai) S.E. BMC Thane 266/31-3-201219. Vihar S.E. BMC Thane 294/17-4-201220. Tulshi ( Kolhapur ) S.E S.I.C. Sangli 504/29-6-201221. Radhanagari S.E S.I.C. Sangli 503/29-6-201222. Terna S.E. O.I.C. Osmanabad 446/11-6-2012
C) Deposit Amount Received during this year - Rs. 35.101 Lakhs
2.1.3 REMOTE SENSING & GEO-INFORMATICS DIVISION.
A) Problems completed during the year 2011-12
A) Govt. Work : (13 no.)1. Sugarcane Crop Mapping in command area of Khadakwasla project
26
2. Sugarcane Crop Mapping in command area of Dhom project
3. Sugarcane Crop Mapping in command area of Kanher project
4. Sugarcane Crop Mapping in command area of Ujani project
5. Sugarcane Crop Mapping in command area of Warna project
6. Sugarcane Crop Mapping in command area of Radhanagari project
7. Sugarcane Crop Mapping in command area of Dudhganga project
8. Sugarcane Crop Mapping in command area of Dimbhe project
9. Sugarcane Crop Mapping in command area of Manikdoh project
10. Sugarcane Crop Mapping in command area of Wadaj project
11. Sugarcane Crop Mapping in command area of Ghod project
12. Sugarcane Crop Mapping in command area of Chaskaman project
13. Sugarcane Crop Mapping in command area of Koyna L.I.S.
B) Consultancy Works : (21 no.)1) Sedimentation Assessment of Salouli Reservoir, Goa by SRS.
2)Sedimentation Assessment of Hathmathi reservoir by SRS.
3)Sedimentation Assessment of Ghod reservoir by SRS.
4)Sedimentation Assessment of Bhama askhed reservoir by SRS.
5)Sedimentation Assessment of Niradevghar reservoir by SRS.
6)Sedimentation Assessment of Temghar reservoir by SRS.
7)Sedimentation Assessment of Manikdoh reservoir by SRS.
8)Sedimentation Assessment of Bisalpur reservoir by SRS.
9)Sedimentation Assessment of Jawai reservoir by SRS.
10)Sedimentation Assessment of Rangavan reservoir by SRS.
11)Sedimentation Assessment of Baigul reservoir by SRS.
12)Sedimentation Assessment of Jamni reservoir by SRS.
13)Sedimentation Assessment of Maniyari reservoir by SRS.
14)Sedimentation Assessment of Kodar reservoir by SRS.
15)Sedimentation Assessment of Bhavanisagar reservoir by SRS.
16)Sedimentation Assessment of Chakra reservoir by SRS.
17)Sedimentation Assessment of Kodasalli reservoir by SRS.
18)Sedimentation Assessment of Nagu reservoir by SRS.
19)Sedimentation Assessment of Amravathi reservoir by SRS.
27
20)Sedimentation Assessment of Mylavram reservoir by SRS.
21) Sedimentation Assessment of Kinerasani reservoir by SRS.
1.1) Methodology for Sugarcane Crop Mapping by Remote Sensing & GIS Technique
Identification, Mapping and Measuring Sugarcane in command area of 13
Projects in Krishna Khore using Satellite Remote Sensing Technique was taken in
hand completed in Year 2011-12.
The Hon. Secretary, Water Resources Dept., GOM instructed to carry out
comparative study for sugarcane crop measurement by RS technique and actual
physical measurements on the field.
OBJECTIVES The objective of the study is to identify measure and map sugarcane crop in
command area of 13 projects in Krishna Khore using satellite remote sensing
technique.
METHODOLOGY:The methodology adopted is briefly described in two themes as follows:
i. Analysis of satellite data
ii. GIS Analysis for village level statistics.
Satellite images of two different seasons are analysed with Supervise
classification algorithm and aggregation of these images is carried out to generate
the sugarcane crop area. Vector maps are overlayed to extract village level
sugarcane.
This methodology is adopted for all the 13 projects of Krishna Khore.
RESULTS :The summary of results is shown as below.
Sr. No Name of Project No. of villages
Total area in Ha.
Area of Sugarcane by SRS in Ha
1 Khadakwasla 166 182768 232032 Dhom 103 44206 80843 Kanher 126 102845 17800
28
4 Ujani 219 295135 1649985 Warna 148 106198 195066 Manikdoh 13 7796 3447 Radhanagari 125 86591 266678 Dudhganga 132 86269 187519 Dimbhe 102 96909 396610 Wadaj 50 48094 309811 Ghod 83 110359 1230312 Chaskaman 82 115767 1087413 Koyna L.I.S. 406 270507 79747
C) List of Sanctioned Technical Reports during Date 01/07/2011 to 30/06/2012
A) Village Level Sugarcane Mapping by Remote Sensing Technique in Command (Year 2011-12).
1) Khadakwasla Project, Pune O.N 108 Date, 07/02/2012
2) Dhom Project, Satara O.N 107, Date 07/02/2012
3) Kanher Project, Satara O.N 113, Date 07/02/2012
4) Ujani Project, Solapur O.N. 115, Date 07/02/2012
5) Warna Project, Sangli Kolhapur O.N 110, Date 07/02/2012
6) Radhanagari Project Kolhapur O.N 112, Date 07/02/2012
7) Dudhaganga Project, Kolhapur O.N 111, Date 07/02/2012
8) Dimbhe Project,Pune O.N 106, Date 07/02/2012
9) Manikdoh Project, Pune O.N 114, Date 07/02/2012
10)Wadaj Project, Pune O.N 105, Date 07/02/2012
11)Ghod Project, Pune O.N. 117, Date 07/02/2012
12)Chaskaman Project, Pune O.N 116, Date 07/02/2012
13)Koyna lift irrigation systems O.N 109, Date 07/02/2012
B) Consultancy Work :
Sedimentation Assessment of reservoirs1)Salauli Project, Goa - No/Rsgid/Salauli/DR/372 of 2012 dt. 5-6-12
2)Baigul reservoir, Uttarakhand - No/Merirsgid/CWC/FR/604 of 2011 dt.1/8/2011
3)Maniyari reservoir, Chhatisgadh - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011
4)Mylavram reservoir, Andhra Pradesh - No/Merirsgid/CWC/FR/604 of 2011 dt.1/8/11
29
5)Jawai reservoir, Rajasthan - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011
6)Hathmathi reservoir, Gujarat - No/Merirsgid/CWC/FR/604 of 2011 dt.1/8/11
7)Amravathi reservoir, Tamilnadu - No/Merirsgid/CWC/FR/604 of 2011 dt.1/8/2011
8)Bhavanisagar reservoir,Tamilnadu - No/Merirsgid/CWC/FR/604 of 2011
dt 1/8/2011
9)Kodar reservoir , Chhattisgarh - No/Merirsgid/CWC/FR/604 of 2011
dt. 1/8/2011
10) Bhama askhed reservoir, Maharashtra State - No/Merirsgid/CWC/FR/604
of 2011 dt. 1/8/2011
11) Jamni reservoir, Uttar Pradesh - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011
12) Ghod reservoir ,Maharashtra State - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/201113) Niradevghar reservoir, Maharashtra State - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/201114) Manikdoh reservoir, Maharashtra State - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011 15) Kodasalli reservoir, Karnataka - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011
16) Chakra reservoir, Karnataka - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011
17) Kinerasani reservoir, Andhra Pradesh - No/Merirsgid/CWC/FR/604 of 2011
dt. 1/8/2011
18) Temghar reservoir , Maharashtra State - No/Merirsgid/CWC/FR/604 of 2011
dt. 1/8/2011
19) Bisalpur reservoir, Rajasthan - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011
20) Nugu reservoir, Karnataka - No/Merirsgid/CWC/FR/604 of 2011 dt. 1/8/2011
21)Rangavan reservoir, Madhya Pradesh - No/Merirsgid/CWC/FR/604 of 2011
dt. 1/8/2011
D) Deposit Amount Received during this year- Rs. 9.835 Lakhs 2.1.4 SOIL MECHANICS DIVISION.
A) PROBLEMS COMPLETED IN THE YEAR 2011-2012 ----- Nil ----------B) CONTINUED PROBLEMS
a) Applied Research Problems1) Study of Non functioning of toe drains in Ujjani Dam.
30
b) Basic Research Problems1) Effect of height of sample on permeability.
2) Under seepage control study for Minor Irrigation Projects in Maharashtra
State.
C) OTHER WORKS: Laboratory Testing Work
Routine Soil testing work including Swelling Pressure tests was carried out
and completed in the year 2011-2012. (361 Samples Completed)
Field testing: Nil
D) TECHNICAL REPORTNil
E) Total no. of tests carried out - 2722 F) Deposit Amount Received during this year- Rs. 21.31 Lakhs
2.1.5 MATERIAL TESTING DIVISION.A) PROBLEMS COMPLETED IN THE YEAR 2011-2012
Nil B) PROBLEMS CONTINUED Applied Research Problems
1) Fly ash Mission, Mix Design of R.C.C. using Fly ash from five Thermal Power Station in India.
31
a) The balance amount of Rs 8,11,331/- has been released by Department of
Science and Technology, New Delhi by sanction order No. FAU/DST/600(1)/
(R) 2007-008 dt: 19/12/2011.
An amount of Rs, 50,200/- has been released by DST on 15th Feb 2012.
b) Testing for 28, 90, 180, 365 days for various tests has been completed
(Test includes as compressive strength, split tensile strength, E modulus
test, permeability test and shear strength test )
c) As report on Adiabatic study is likely to be available from CWPRS, Pune at
the end of August 2012 the final report of DST, R.C.C. problem will be
submitted to Flyash Unit New Delhi at the end of Sep-2012.
2) Study of establishing use of Fly ash in Colgrout Masonry,
Waiting for funds from D.S.T
C) CONSULTANCY WORK.
1) National Water Development Academy, New Delhi, Project work.
NWDA has approached in May 2009, accordingly M.T. Division has sent
the MOU to Research Officer ( Co-ordinator ) Remote sensing Division,
MERI, Nashik. Further action awaited from R.O. Remote sensing Division,
MERI, Nashik.
D) Other Works :
C.W.P.R.S Adiabatic study for D.S.T.1) As per e-mail letter dt 6th May 2011 of CWPRS this office has submitted the
necessary material and Demand Draft of Rs. 2,00,000/- against balance
payment of testing of Adiabatic Study.
2) Adiabatic study report of remaining samples from CWPRS is awaited.
3) Adiabatic study report will be available from CWPRS, Pune at the end of
August- 2012.
E) Technical Report Submitted.1) Use of Crushed stone sand : T.M. No MT/ 284.( June-11)
in lieu of Natural sand, office note no 19, dt 12/8/2011
Special Work done during the Period
Testing of Dome shroud (one of the part of missile launching machine ) from
DRDO, Hyderabad was carried out on 2000 Ton Testing machine.32
F) Testing works-The number of test carried out 3219 on 687 samples
G) Deposit Amount Received during this year- Rs. 78. 23 Lakhs (Govt. 67.73 Lakhs + Private Work 10.50 Lakhs)
2.1.6 SEISMIC DATA ANALYSIS DIVISION
DETAILS OF PROBLEM COMPLETED DURING 2011-12 A) Applied Research / Basic Research
Quarterly Seismological bulletin. (River Valley Project Areas in Maharashtra:
Total Four Quarterly Bulletins viz.1/11 to 3/11, 4/11 to 6/11, 7/11 to 9/2011 &
10/2011 to 12/2011 were published.
33
Objective: i) To determine arrival time of earthquake.
ii) To determine magnitude of earthquake.
iii) To determine epicenter distance of earthquake.
Methodology: Seismograms are obtained and analyzed to determine earthquake
Parameters like arrival time, magnitude, duration & epicenter
Distance by established methods.
Observations & Conclusions: Observations and conclusions are put forth in form of quarterly seismological
bulletins and submitted to Government.
B) Continued Problem:
Seismicity of Maharashtra -2010 -11
C) Other Worksi) DAC-I ----- Nil -------ii) DAC-II
Sr.
No.
Work Completed Remark
1. Running & maintenance of Nashik Seismological Observatory. -
2. Submission of daily Seismological report of earthquake
recorded at Nashik Seismological Observatory.
-
3. Checking & repairing of Seismological Instruments at
Seismological Observatories at various projects in all over
Maharashtra.
-
D) List of Quarterly Bulletins and Technical Reports Published.Quarterly Seismological Bulletin (River Valley Project Areas in Maharashtra) :
Total Four Bulletins as stated in the table below are Completed.
Sr. No. T. R. No. Period Published In/ Outward No.
34
1. 210 Jan-11 To Mar-11 July- 2011 [SDAD/EQR/101/ 1707/12.7.11]
2. 211 April-11 To Jun-11 Sept-2011[SDAD/EQR/101/2374/ 19.9.2011]
3. 212 July-11 To Sept-11 Jan-2012[SDAD/EQR/101/160/ 17.01.2012]
4. 213 Oct-11To Dec-11 May-2012[SDAD/EQR/101/9291/ 02.5.2012]
E) Deposit Amount Received during this year- -- Nil –
2.1.7 INSTRUMENTATION RESEARCH DIVISION.GeneralThere are four cells under this division.(A) Instrument Procurement
(B) Manufacturing.
(C) Repairing
(D) Electrical / Data Analysis-I
35
Following works were carried out by these cells(A) Instrument Procurement Cell Annual inspection of instrumentation for dams.
Inspection regarding Dam safety instruments in following Major and Minor
Dams are carried out. Important instructions and guidelines are given to
corresponding field offices.
Sr. No.
Name of Project Remarks / Instructions / Guidelines
1 Mangi Medium Project Tal. Karmala, Dist. Solapur.
Guidance for installation of Case Grande stand pipe piezometer is given at project site.
2 Jayakwadi Project,
Important instruction and guidelines are given to field officers regarding to clean the Case Grande stand pipe piezometer, Proper repairing to Manifold panel for Twin Tube piezometer, proper repairing to Up-lift pressure cell. Proper repairing of microscope for Plumb bob to get clear observations.
3 Koyna Project, Monolith no 22:- 48 Nos of Thermometers out of 52 Nos, 6 Nos of Stress meters out of 7 Nos, 30 Nos of Strain meters out of 30 Nos, 2 Nos of Co-ordimeters out of 2 Nos,1 No of Plumb bob out of 2 Nos, 13 Nos of Up-lift pressure cells out of 35 Nos are found working condition.Monolith no 17:- Instruments observations are not possible due to water leakages on Instruments cable terminal board. Important instruction and guidelines are given to field officers regarding for repairs to cable terminal board.Spillway strengthening portion: - Vibrating wire type instruments are installed, readings are taken by DAS system on computer.
4 Kolkewadi Dam. Instruments observations are not possible due to Instruments cables are rotten at ends and not connected on cable terminal board .All Up lift pressure cells are not working condition. Repairing of Plumb bob is carried out. Important instructions and guidelines are given to field officers regarding for repairs to cable terminal boards and Up lift pressure cells.
5 Warna Project, Thane
63 Nos of Twin Tube piezometers (embankment type) out of 71 Nos, 11 Nos of Twin Tube piezometers (foundation type) out of 12 Nos are working but Manifold panel for Twin Tube piezometer is in broken condition, leakages in PVC tubes of piezometers, pressure gauges not showing proper pressure. Case Grande stand pipe piezometers are not working. Read out unit for Pore pressure cell, Earth pressure cell, Slope indicator are under repair therefore readings of that instruments were not taken. No single Pressure gauge assembly to Up-lift
36
pressure cell found. Up-lift pressure cells are chocked due to leaching material. First test reading for Dynamic type Pore pressure cells and Earth pressure cells are not given by supplier yet today, Important instructions and guidelines are given to field officers regarding to, proper repairing to Manifold panel for Twin Tube piezometer, calibration of pressure gauges proper repairing to Up-lift pressure cells. Read out unit for Pore pressure cell, Earth pressure cell, Slope indicator. To contact the concern supplier for first test readings and demo for Dynamic type Pore pressure cells and Earth pressure cells.
6 Dimbhe Dam Up-lift pressure cells are chocked due to leaching material. Pressure gauge assemblies to Up-lift pressure cells were not found. Heavy water leakages in gallery. 1 No. conventional Plumb bob and 1 No. inverted Plumb bob are proposed but installation is not possible due to leakages in gallery.Important instructions and guidelines are given to field officers regarding to, proper repairing to Up-lift pressure cells by cleaning of leaching material in pipes and calibration of pressure gauges. Installation of conventional Plumb bob and inverted Plumb bob, water stage recorder. Guidelines are given to install pan evaporation meter.
7 Manik Doh Dam Up-lift pressure cells are chocked due to leaching material. No any Pressure gauge assemblies to Up-lift pressure cells. Heavy water leakages in gallery. Conventional Plumb bob is not in working condition. Important instructions and guidelines are given to field officers regarding to, proper repairing to Up-lift pressure cells by cleaning of leaching material in pipes and calibration of pressure gauges. Installation of conventional Plumb bob, water stage recorder. Guidelines are given to install pan evaporation meter.
8 Temghar Project 24 Nos of Up-lift pressure cells are installed; Pressure gauge assemblies to Up-lift pressure cells were not connected. Heavy water leakages in gallery. 1 No. inverted Plumb bob is proposed but installation is not possible due to leakages in gallery. Important instructions and guidelines are given to field officers regarding to, installation of inverted Plumb, water stage recorder. Guidelines are given to install pan evaporation meter.
9 Bhama Askhed Dam
Terminal well for Twin Tube pizometers is not built up. Instructions and guidelines are given to field officers regarding to built up the terminal well and take readings Twin Tube piezometers
10 Wan Project 41 Nos of Up-lift pressure cells are installed; low water pressure observed on pressure gauges. On some up lift pressure cell readings were taken by meter scale. Microscope for Plumb bob is not working properly. Important instructions and guidelines are given to field officers regarding to repair the Microscope for Plumb
37
bob.11 Gosi khurd
Project3 Nos of conventional Plumb bob and 2 Nos. of inverted Plumb bob are proposed but installation is not carried out yet today. Hume pipes for installation to Plumb bob are found blocked. Cables of Instruments Thermometer, Stress meter, Strain meter, No-Stress-Strainmeter are not connected on cable terminal board, read out unit not available on site therefore to take readings are not possible. Pressure gauge assembly to Up-lift pressure cell were not found therefore to take readings are not possible.Important instructions and guidelines are given to field officers regarding to, clean the Hume pipe for Plumb bob and install the Plumb bobs, connect the cables on cable terminal board, procure read out unit and take observations regularly. Assemble the pressure gauge assemblies on Up-lift pressure cells pipe. Installation of water stage recorder, pan evaporation meter.
12 Mula Project All Up-lift pressure cells are chocked up. All Twin Tube piezometers are not in working condition. 5 Nos. of Case Grande stand pipe piezometer are working out of 16 Nos. Leakage in evaporation pan. Hume pipes for installation to Plumb bob are found blocked. Plumb bob is not available on dam.Important instructions and guidelines are given to field officers regarding to, clean the Hume pipe for Plumb bob and install the Plumb bob, Attend leakages in evaporation pan. Repairing of Up-lift pressure cells.
13 Dolvahal Project Important instructions and guidelines are given to field officers regarding to Installation of water stage recorder, pan evaporation meter and
14 Tarali Project, Satara
33 Nos of Up-lift pressure cells are installed but pressure gauge assemblies to Up-lift pressure cells are not connected. Thermometer, Stress meter, Strain meter, No-Stress-Strain meter are installed, same instruments cables are laid up to gallery but are not connected on cable terminal board. M.S. Pipe is embedded in masonry for conventional Plumb bob. Plumb bob installation work is balance. Pan evaporation meter is not installed.Important instructions and guidelines are given to field officers regarding to assemble the pressure gauge assembly on Up-lift pressure cell pipe. Install the Plumb bob, connect the cables on cable terminal board, procure read out unit and take observations regularly. Installation of water stage recorder, pan evaporation meter.
15 Kate Purna Project
Water stage recorder is in under repair condition.Instructions and guidelines are given to field officers regarding to procure and installation of water stage recorder, pan evaporation meter.
B) INSTRUMENTATION MANUFACTURING CELL
38
Sr. No. Name of Instruments Completed work
1 Manufacturing of Open Pan Evaporimeter 2
2 Repair to Instruments @ dam sites 4
3 Repairs of soil shear testing machine of soil mechanics lab, MERI Nashik.
4
C) INSTRUMENTATION REPARING CELL
Sr. No. Name of Instruments Completed work
1 Dumpy Level. 15
2 Prismatic compass 13
3 Theodolite. 1
4 Leveling Stand & Staves 3
5 Site bore gauges of Hindusthan Aeronautics Ltd. Nashik
2
D) Electrical CellThis cell serves the purpose of electrical M & R works for residential and non-
residential buildings, street lights in colony and office area. It also maintains
internal telecommunication system and the electrical works of other offices in
MERI compound. Also routine works of – Electrical Maintenance of 10 KVA
Diesel Generator Set is carried out.
E) The administration of Central Library includes After approval from the Library Advisory Committee and the superiors,
purchasing of Library Books and Journals as per requirements of different
Research divisions.
Looking Correspondence, maintaining the record of Library Advisory Committee
meetings and their resolutions and minutes etc.
F) Deposit Amount Received during the year- 16.74 Lakhs.2.1.8 STRUCTURAL RESEARCH AND PHYSICS DIVISION
Details of research works carried during 2011 - 2012A) Applied Research ---- Nil ------B) Basic Research Problems Completed in the year 2011-20121
39
1) Analysis of test result data of Seepage Water for large dams in Maharashtra:
Objective: The Seepage water sample from various dams were analyzed chemically and
test results data was collected to study the intensity of the seepage problem of
various dams.
Methodology: The sample were collected from 35 dam sites and analyzed in the laboratory.
The tests such as ‘pH’, ‘Ca Hardness’, ‘Total Solids’, ‘Total Dissolved Solids’,
‘Suspended Solids’, ‘Conductivity’, ‘Alkalinity’ were carried out on the samples.
Conclusion: It is observed that for almost all the dams, the values of the Chemical
Parameters like ‘pH’, ‘Calcium Hardness’, ‘Total Dissolved Solids’, ‘Alkalinity’,
‘Conductivity’ in Seepage Water are increased than that of the Reservoir Water.
C) On going problems:a) Removal of Water Hyacinth plant of Godavari River bed: Report writing is
on progress.
b) Analysis of test result data of rock testing : Collection of data &
Computerization is in progress.
c) Analysis of test result data of Leached material for large dams in
Maharashtra: Collection of data & computerization is in progress.
D) Other Work :1) Data of Seepage Water for large dams in Maharashtra (1995-2011) Data Booklet
is prepared and submitted.
2) Training programmed of Quality Control Workshop was arranged and also
training is given to members of Quality Control Division of Nagpur, Pune and
Aurangabad.
3) As per the request of the Collector and S.E.& JD, MERI to do the testing of Petrol mix
water. The open well situated at Tal. Akole Dist. Ahmadnagar, the problem occurred
that the petrol oozes out of this division. The water mix petrol is tested and report is
submitted to district Collector office, Ahmadnagar immediately.
D) Technical Report : Analysis of test result data of Seepage Water for large dams in Maharashtra
E) Total Tests carried out during the year- 4369 Nos.
40
F) Deposit Amount Received during this year-Rs. 38.838 Lakhs
2.1 PUBLIC WORKS DEPARTMENT
2.2.1 HIGHWAY RESEARCH DIVISION NO.I
A) DETAILS OF PROBLEM COMPLETED DURING 2011-12Name of scheme – Design of High-Bank for bridge across Pravara river on diversion outside
Sangamner town on Nashik-Pune Road, NH-50.
41
Objective - To design safe and economic cross section.
Methodology –
Considering the design parameters and properties of sub soil and borrow material,
safe and economic cross section is designed.
Conclusion – For above said work an embankment design for section is prepared.
The details of design are as below :
Sr.No.
Particulars Details
1 Chainage 3/4702 Maximum height of Embankment 8.370 m3 Slope of Bank up to Formation level 2 : 1
B) CONTINUED PROBLEM Use of Laterite stone in B.B.M. in road construction.
C) TESTING WORKS1) List of Benkalman Beam Test for the year 2011-2012
Sr.No. Name of Road Km1 Roads under Municipal Corporation Aurangabad 04
TOTAL REVENUE Rs. 83,634/-
2) List of Roughness Index test by ARUR machine for the year 2011-2012.
Sr.No. Name of Road Km
1 Lokhandi – Savargaon – Latur road S.H. 144, Km. 176/000 to 190/730
(4 Lane)
60
2 Ratnagiri – Solapur – Latur – Nanded – Nagpur road, MSH-03, Km. in between 467/000 to 546/600 and Mhaswad – Malaskiras – Tenbhurni – Barshi – Latur road Km. 231/000 to 233/000 ( 2 Lane )
40
3 Vadala – Aurangabad road, SH-60, Km. 162/000 to 224/600 ( 4 Lane ) 252
4 Vadala – Aurangabad road, SH-60, 7 Km. ( 4 Lane ) 28
42
5 Aaptale to Ghatghar MDR Km. 6/000 to 7/000, 8/000 to 11/000 ( 2
Lane ) and Varulwadi to Thakurwadi ODR Km.0/000 to 2/600
11
6 Borghar to Kawakhind, 3 Kms and Kadaki to Jawalesingave ODR 21
Km.3 (2 Lane)
12
7 Kohinde Phata to Vasere DR 28, Km. 00/000 to 3/000 and 7/000 to
8/000 ( 2 Lane) and Bhose to Vadgaon Ghenand Km. 1/300 to 2/800
( 2 Lane )
12
8 Kolhar to Ahmednagar, SH-10, Kms. 120/000 to 175/530 ( 4 Lane ) 224
9 Ahmednagar – Aurangabad road SH 68, Kms. 120/200 to 162/200
( 4 Lane )
168
TOTAL 807
TOTAL REVENUE Rs. 8,57,063/-
3) List of C.B.R. testing completed in the year 2011-12
Sr.No Sample Received From Nos1 Soil samples from E.E.P.M.G.S.Y.Z.P. Dhule 8
TOTAL REVENUE Rs. 18,246/-
4) List of Soil Test completed in the year 2011-12 1) Chanera Project 192 Nos.
D) TECHNICAL REPORTS
Sr.No. NAME OF SCHEME OUTWARD NOAPPLIED RESEARCH SCHEMES
1 Design of High-Bank for bridge across Pravara river on diversion outside Sangamner town on Nashik-Pune Road, NH-50.
HIGH /173 dtd 29.03.2012
E) The tests carried out during the year- 1011 Nos.F) Deposit amount received during the year- 9.92 Lakhs.
3. APPENDIX- ISUPPLEMENTARY INFORMATION
1.0) TRAINING IMPARTED - 1) RESERVOIR SEDIMENTATION SURVEY DIVISION
Sr.No.
Name of Training Course
Name & Designation of MERI Officer delivering lecture & subject of lecturer.
Training organized by and duration
1. Quality Control Workshop for
Shri. S.N.Kulkarni Research Officer
Maharashtra Engineering Training
43
Quality Control Circle, Nagpur
Sub.- Mix Design Academy, Nashik-421.02.2012 to 24.02.2012
2) STRUCTURAL RESEARCH AND PHYSICS DIVISION.
SR. No.
Name of Training Name & designation of participant
Training organized by and duration
1 Training about testing work carried out in this Division
New recruited officers ( AE-II)
META25/07/11 to 07/08/1115/08/11 to 31/08/11
2 Training about testing work carried out in this Division
Junior Engineers & Lab Assistants of
Quality Control Dn.
Quality Control Workshop by MERI26/12/11 to 29/12/11- Pune Dn21/02/11 to 28/2/11- Nagpur Dn27/02/11 to 01/3/11- Aurangabad Dn
3) SEISMIC DATA ANALYSIS DIVISION.
SR. No.
Name of Training Name and Designation of MERI Officer delivering lecture and subject of lecture
Training organized by and duration
1 Training of Direct recruited Class –I and Class – II officers
SDAD Dn.MERI
2 Seismology Shri. A. S. Mahire, Scientific Officer
META, Nashik.
4) INSTRUMENTATION RESEARCH DIVISION.
Sr. No.
Name of Training Course Name and Designation of MERI Officer delivering lecture and subject of lecture
Training organized by and duration
1 Dam safety instruments. U.S.Sonawane(Asst. Research Officer)Manufacturing, Erection & Repairs of dam safety instruments-Conventional/ Inverted plumb bob, uplift
META(2 days)
44
pressure cell, open pan evaporimeter, surface settlement plug etc.
5) REMOTE SENSING AND GEO INFORMATICS DIVISION.
Sr. No.
Name of Training Course
Name and Designation of MERI Officer delivering lecture and subject of lecture
Training Organized by and duration
1 2 3 41 Application of
R.S. / GIS in Water Resource
1) Shri M.B.Nakil, R. O.2) Shri S.S.Pande, A.R.O.3) Shri M.M.Khairnar, A.R.O.
27/06/2011 to 01/07/2011
2 Application of R.S. / GIS in Water Resource
1) Shri M.B.Nakil, R. O.2) Shri S.S.Pande, A.R.O.3) Shri M.M.Khairnar, A.R.O.
13/09/2011 to 14/09/2011
6) MATERIAL TESTING DIVISION.
Sr. No.
Name of Training Course
Name and Designation of MERI Officer delivering lecture and subject of lecture
Training Organized by and duration
1 2 3 41 Workshop on
Quality ControlTests procedures
1) Shri S.D. Kulkarni. S.R.O2) Shri M.N. Rangnekar. A.R.O.3) Shri H.N. Salunke. A.R.O.4) Shri S.R. Patil , Sect.Engr.5) Shri. R.M. Sinkar, Sect.Engr.6) Shri.H. Bombarde,Sect.Engr.7)Sau M.M. Barde, Sect. Engr.8) Shri. S.A. Patil, R.A.9) Sau S.S. Bhamere, R.A.10) Shri. B.P. Bhoye, R.A.
Maharashtra Engineering Training Academy Nashik & Quality Control Circle, concerned & M.T.Div. MERI, Nashik.1) Pune - 26/12/2011 to 29/12/20112) Nagpur -21/2/2012 to 24/2/20123) Aurangabad -27/2/2012 to 1/3/2012.
1.2) TRAINING ATTENDED
1) RESERVOIR SEDIMENTATION SURVEY DIVISION
Sr.No.
Name of Training course
Name and Designation of Participant
Training organized by and duration
1 Indo Italian Workshop on Advances in fluvial Hydraulics & Water Resources development & management, CWPRS
1) Shri. S. N. Kulkarni, Research Officer2) Shri. D. D. Parkhe,Scientific Officer
CWPRS – Pune 14.09.2011 to 17.09.2011
45
– Pune.2 PIP & Water Auditing
Irrigation and Non Irrigation Agreements.
Shri. S. N. Kulkarni, Research Officer
26.07.2011 to 29.07.2011
3 Hydrological Investigations for Conservation and Management of Lakes.
1) Shri. S. K. Kalvit, Asstt. Research Officer 2) Shri. D. R. Nikam. Sectional Engineer
NIH Roorkee 26 to 28 March 2012.
2) SOIL MECHANICS DIVISION NO.1
Sr. No.
Name of Training course
Name & Designation of participant
Training Organised by & duration
1 Application of advance in MS-Excel in IWM
Smt. C.P.Wade, A.R.O. WALMI, Aurangabad16/04/2012 to 27/04/2012
2 Application of advance in MS-Excel in IWM
Smt. N.B.Khadake WALMI, Aurangabad16/04/2012 to 27/04/2012
3) INSTRUMENTATION RESEARCH DIVISION.
Sr. No
Name of Training Course
Name and Desingnation of
participantTraining Organized by
and duration
1 International Watershed Development& Management
Shri. R.K.BamaneResearch Officer
WALMI Aurangabad12/06/2012 to13/06/2012
2 Lift and Air Conditioning System
Shri.A.K.Ahirrao, Sec.Engr.
R.T.C.Pune 3.10.2011 to 5.10.11
3 Electrical Maintenance & repairs & Energy Audit
Shri.A.K.Ahirrao, Sec.Engr.
R.T.C.Pune28.11.2011 to 30.11.2011
4 Indian Contract Act 1872 & Arbitration
Shri.A.K.Ahirrao, Sec.Engr.
R.T.C.Pune5.3.2012 to 7.3.2012
5 Auto Vehicle System Shri.A.K.Ahirrao, Sec.Engr
R.T.C.Pune19.4.2012 to 21.4.2012
6 Electrification E Rules Act & Safety
Shri.B. B. Sarode R.T.C.Pune15.12.2011 to 17.12.2011
7 Apatti Vyavasthapan va punarvasan
Shri R. S. Pathrikar WALMI Aurangabad15.11.2011 to 17.11.2011
4) REMOTE SENSING & GEO-INFORMATICS DIVISION
Sr. No.
Name of Training Course
Name and Designation of participant
Training Organized by and duration
1 2 3 41) Microwave Remote
Sensing 1) Shri.M.B.Nakil,R.O2) Shri.M.M.Khairnar A.R.O.
NRSC, Hyderabad07-05-2012 to18-05-2012
46
2) PARTICIPATION IN SESSIONS AND SYMPOSIA
Sr. No.
Name of Session / Symposia / Seminar Name and Designation of Officer (S/Shri )
1 2 31 10th R & D Session of Indian National
Committee on Hydraulics.9.3.2011 C.W.P. R.S. Khadakwasla Pune.
N. M. Methekar. R.O. R.N.Kolte, A.R.O.V.R.Ahire, S.O.A. P. Khairnar, S.R.A.
2 Bureau of Indian standards (Hydraulic Structures Instrumentation Sctional Committee) WRD 1608.12.2011, Room No 450 , Manak Bhavan, New Delhi.
Shri. R. K. Bamane, Research Officer
3 Koyna tremor Sub Committee23/09/2011 Pune
Shri.R.S.Soundankar E.E.Shri. A.S.Mahire, S.O.
4 Department of Civil Engineering, BHU Varanashi (U.P.) National Conference on Recent Advances in Civil Engineering (RACE 2011) 14-16 Oct.2011 Department of Civil Engineering, BHU Varanashi (U.P.)
1. Shri. S.N.Kulkarni Research Officer2. Shri. S.K. Kalvit, Asstt. Research Officer
5 Indian Association of Soil and Water conservationists in collaboration with Odisha University of Agriculture and Technology Bhubaneshwar. Conference on Livelihood and environmental security through natural resources conservation – LESRC – 2012.
1. Shri. S.K. Kalvit, Asstt. Research Officer2. Shri. D. D. Parkhe, Scientific Officer3. Sau. D. S. Khapli, Asstt.Engr.Gr.2
3) Problems / Studies Completed during 2011 - 20121) Model Study for Jigaon Project, Tal. Nandura, Dist. Buldhana- Sectional (2-D)
Model Study.
2) Model Study for Spillway and E.D.A. of Middle Vaitarna project under M.C.G.M.
- Sectional (2-D) Model Study.
3) Discharge Measurement work by using current meter- Kukadi Project
(Kukadi Left Bank Canal)
47
4) Discharge Measurement work by using current meter- Jayakwadi Project
( Paithan Left Bank Canal )
5) Calibration of standing Wave Flume of Dimbhe Left Bank Canal (Kukadi Project)
6) Back Water Study of Amravati Medium Project.
7) Jam Project, Dist. Nagpur - Storage capacity evaluation and sedimentation
study by satellite remote sensing.
8) Kar Project, Dist. Wardha -Storage capacity evaluation and sedimentation
study by satellite remote sensing.
9) Nalganga Project, Dist. Buldhana -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
10) Dnyanganga Project, Dist. Buldhana -Storage capacity evaluation and
sedimentation study by Satellite Remote Sensing.
11) Mun Project, Dist. Buldhana -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
12) Mas Project, Dist. Buldhana -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
13) Koradi Project, Dist. Buldhana -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
14) Pentakli Project, Dist. Buldhana -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
15) Dham Project, Dist. Wardha -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
16) Wadgaon Project, Dist. Nagpur -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
17) Totladoh Project, Dist. Nagpur -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
18) Kolar Project, Dist. Nagpur -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
19) Pench Project, Dist. Nagpur -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
20) Bor Project, Dist. Wardha -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
21) Utawali Project, Dist. Buldhana -Storage capacity evaluation and sedimentation
study by Satellite Remote Sensing.
22) Terna Project, Dist. Osmanabad -Storage capacity evaluation and sedimentation
48
study by Satellite Remote Sensing.
23) Radhanagari Project, Dist. Kolhapur –Sedimentation survey by Hybrid
Technique of DGPS based Bathymetric survey in conjunction with Satellite
Remote Sensing Technique.
24) Tulshi Project, Dist. Kolhapur –Storage capacity assessment survey by Hybrid
Technique of DGPS based Bathymetric survey in conjunction with Satellite
Remote Sensing Technique.
25) Yeldari Project, Dist. Parbhani –Sedimentation survey by Hybrid
Technique of DGPS based Bathymetric survey in conjunction with Satellite
Remote Sensing Technique.
26) Majalgaon Project, Dist. Beedr –Sedimentation survey by Hybrid
Technique of DGPS based Bathymetric survey in conjunction with Satellite
Remote Sensing Technique.
27) Tulsi Project, Dist. Thane –Storage capacity assessment survey by Hybrid
Technique of DGPS based Bathymetric survey in conjunction with Satellite
Remote Sensing Technique.
28) Vihar Project, Dist. Mumbai – Storage capacity assessment survey by Hybrid
Technique of DGPS based Bathymetric survey in conjunction with Satellite
Remote Sensing Technique.
29) Sugarcane Crop Mapping in command area of Khadakwasla project
30) Sugarcane Crop Mapping in command area of Dhom project
31) Sugarcane Crop Mapping in command area of Kanher project
32) Sugarcane Crop Mapping in command area of Ujani project
33) Sugarcane Crop Mapping in command area of Warna project
34) Sugarcane Crop Mapping in command area of Radhanagari project
35) Sugarcane Crop Mapping in command area of Dudhganga project
36) Sugarcane Crop Mapping in command area of Dimbhe project
37) Sugarcane Crop Mapping in command area of Manikdoh project
38) Sugarcane Crop Mapping in command area of Wadaj project
39) Sugarcane Crop Mapping in command area of Ghod project
40) Sugarcane Crop Mapping in command area of Chaskaman project
41) Sugarcane Crop Mapping in command area of Koyna L.I.S.
42) Sedimentation Assessment of Salouli Reservoir, Goa by SRS.
43) Sedimentation Assessment of Hathmathi reservoir by SRS.
49
44) Sedimentation Assessment of Ghod reservoir by SRS.
45) Sedimentation Assessment of Bhama askhed reservoir by SRS.
46) Sedimentation Assessment of Niradevghar reservoir by SRS.
47) Sedimentation Assessment of Temghar reservoir by SRS.
48) Sedimentation Assessment of Manikdoh reservoir by SRS.
49) Sedimentation Assessment of Bisalpur reservoir by SRS.
50) Sedimentation Assessment of Jawai reservoir by SRS.
51) Sedimentation Assessment of Rangavan reservoir by SRS.
52) Sedimentation Assessment of Baigul reservoir by SRS.
53) Sedimentation Assessment of Jamni reservoir by SRS.
54) Sedimentation Assessment of Maniyari reservoir by SRS.
55) Sedimentation Assessment of Kodar reservoir by SRS.
56) Sedimentation Assessment of Bhavanisagar reservoir by SRS.
57) Sedimentation Assessment of Chakra reservoir by SRS.
58) Sedimentation Assessment of Kodasalli reservoir by SRS.
59) Sedimentation Assessment of Nagu reservoir by SRS.
60) Sedimentation Assessment of Amravathi reservoir by SRS.
61) Sedimentation Assessment of Mylavram reservoir by SRS.
62) Sedimentation Assessment of Kinerasani reservoir by SRS.
63) Under seepage control study for M.I. Projects in Maharashtra.
64) Analysis of test result data of Seepage Water for large dams in Maharashtra.
65) Design of High-Bank for bridge across Pravara River on diversion outside
Sangamner town on Nashik-Pune Road, NH-50.
4) Visit to the Institute / Laboratories.Under graduate and post graduate students from Engineering / Polytechnics and
along with staff, have visited MERI to study activities and Research being done at
the Institute.
5) Library.
Sr. No.
Materials Purchased Received as Gift
Total
50
1) Library Publications Nos. of books procured Indian Authors -- 61 61
Others2) Journals Indian 3 76 79
Journals Foreign -- -- --
3) Other Materials
Audio Cassettes -- -- --
Audio CDs -- -- --
Video CD/ DVD -- -- --
6) Financial Performance.
Sr.No.
Item Expenditure during the year 2011-2012(July 2011 to June 2012) [Rs. in Lakhs]
1 Work of Construction and Maintenance ofInstitute.
90.90
2 Administrative Expenditure (with Salaries, Computer Services, Training and OfficeExpenses etc.)
27.58
Total3 Deposits / Testing Charges Received during year 2011-12 is Rs. 304.87
Lakhs
7) Total Sanctioned Strength of Staff is as under
Category Technical / Scientific Supporting Total
Class-I 12 -- 12
Class-II 43 -- 43
Class-III(Including Class-IV) 121 170 291
GRAND TOTAL 176 170 346
51
APPENDIX- IIList of the papers Submitted at various Sessions / Conferences
Details of the papers contributed for the discussion at various Sessions / Conferences or Publication in Journal.
Sr. No
Title of Paper Venue, Period Authors ( S/Shri )
1 A Case Study of Mula Reservoir Sedimentation Assessment using Bathymetry along with Satellite Remote Sensing Technology.
National Conference on Recent Advances in Civil Engineering (RACE 2011 ) 14-16 Oct 2011 Organised by department of Civil Engineering, B.H.U.Varanasi (U.P.)
Shri. D. D. BhideShri. P. R.BhamareShri. V. B. PandhareShri. S. N. Kulkarni
Shri. S. K. Kalvit
2 Periodical monitoring of reservoir sedimentation by satellite remote sensing technique A case study of Dhom reservoir.
National Symposium on Water Resources Management in Changing Environment (WARMICE-2012) at NIH Roorkee On 8-9 Feb 2012.
1. D. D. Bhide2. P. R.Bhamare3. V. B. Pandhare4. S. N. Kulkarni5. S. K. Kalvit
3 Use of Geospatial Technology in Irrigation Water Management in Maharashtra.
International Conference “Geomatrix 12,” during Feb. 26-29, 2012 at IIT Pawai.
Shri. S. N. KulkarniShri. S. K. Kalvit
4 Remote sensing based economical plan of reservoir sedimentation assessment for Vidarbha region.
Conference on Livelihood and environmental security through natural resources conservation – LESRC – 2012 Organised by Indian Associating of soil and water conservationists in collaboration with Odisha University of Agriculture and Technology Bhubaneshwar.
Shri. S. N. KulkarniShri. S. K. KalvitShri. D. D. Parkhe
5 Importance and Utility of reservoir sedimentation study
MERI Nashik’s Periodical Journal – Sthapatya year 2011-12
Shri.S. N. KulkarniShri. S. K. Kalvit
6 Sugarcane Crop Mapping in Maharashtra using SRS technique –Toot to measure rural Irrigation development
ISRS 2011 at Bhopal Date 09/11/2011
Shri. D.D.Bhide. Shri. M.B.Nakil Shri. S.S.Pande
7 Method to be verified and adopted for cleaning of choked uplift pressure cell.
December 2011 Shri.U.S.Sonavane
52
8 Canal discharge measuring system by current meter.
MERI Nashik’s Periodical Journal – Sthapatya
Shri.N.M.Methekar
9 Use of Yellow Stone in water bound macadam road construction.
January 2012 Shri.M.B.Nakil Shri.J.G.Gorwadkar
10 Assessment of land degradation, water resources and biodiversity.
Indian Association of Soil & Water Conservationist (IASWC) Dehradun. February 2012
Shri. S. K. KalvitShri. S. N. KulkarniShri. D. D. Parkhe
11 Prediction of Soil Erosion
IIT Pawai, Mumbai Shri. D.D.Bhide. Shri. M.B.Nakil
12 Analysis of Test Result data of Seepage Water for Large Dams in Maharashtra.
March 2012 Shri. D. D. BhideShri. V. B. Pandhare Shri.A.M.KhapreShri. S. N. KulkarniSmt. C. A. Warade
13 Remote Sensing based economical plan of Reservoir Sedimentation Assessment for Vidarbha Region.
April 2012 Shri.S.N.Kulkarni. Shri.S.K.Kalvit Shri.D.D.Parkhe
14 Comparison of Techno-Economical Aspect of GPS Based Bathymetry with Satelite Remote Sensing Technique for Reservoir Capacity Evaluation – A Case Study of Yeldari Reservoir.
June 2012 Shri.S.K.Kalvit Deoyani Khapli
53
APPENDIX IIIGRAPHS
9
15
4
7
14
0
2
4
6
8
10
12
14
16
Nos
2007-08 2008-09 2009-10 2010-11 2011-12
Year
Technical Papers
154.48
353.02
149.13
238.73
304.87
050
100
150200250300
350400
Reve
nue
(In L
akhs
)
2007-08 2008-09 2009-10 2010-11 2011-12
Year
Revenue Earned
54
36
27
39
24
65
0
10
20
30
40
50
60
70
Nos
2007-08 2008-09 2009-10 2010-11 2011-12
Year
Basic and Applied Study Completed
14634 1399016053
1342111311
02000400060008000
1000012000140001600018000
No.
of T
est
2007-08 2008-09 2009-10 2010-11 2011-12
Year
Testing Work Done
55