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1 e-mail :- vpd_dwivedi@yahoo.co.in I contact : - 9899502169 ( INDIA)
Curriculam vitae
Vindhyaprakash dhar dwivedi
Nationality :- Indian
Date of birth :- 15/01/1967
Marital Status:- Married
Educational qualification :-
 B.E. (Civil) -Roorkee University (Now IIT-Roorkee) in 1987 in first division.
 M.E.. In “Hill area development” from “MadanMohan Malviya” engg college
in 1991 in first division (honors)
Key responsibilities:-
 Designing & drawing of Hydropower structures like s “Earthen Dam”, piers,
spillway bridgewith gantry crane, anchorageof pier, barrageswith regulators n
canals, retaining wall HRT, powerhouse, switchyard n manyothers.
 Temperaturestudies for concreting
 Tender stage Drawings.
 Detailed Project Reports.
 Rehabilitation works for Dams.
 Flood routing studies
 Technicalexamination of “Feasibility reports” ensuring correct usagesof “Indian
Standards”
 Site visits for technical support & ensuring that the work is as per design & drawing.
 Cordination with execution team
Softwareskills:-
M.S.Office , STADD PRO, NASTRAN ,Swedge, Whamo, Hec-ras , Developed programmeon
“C language”for stability analysis.

Awards: Certificate of merit for Design works of “TEHRI HEP” on water
resources Day of 2004 “certificate of merit” in
Central water commission by Govt Of India.
Job experience:-
 1991-Aapril 1995 :- worked as consultantIn Gorakhpur
 30 th may1995-19thjuly2000 :- worked as “Assistant Director” in “Concrete
and Masonarydam directorate (North & west)” in
“Centralwater commission” R. K. Puram,Newdelhi
20th july 2000 -25th april2006:- worked as “Deputy Director” in “Concrete and
masonarydam design directorate” (north & west) in
central water commission, new delhi
2nd may2006 - 5thfeb 2009: - worked as “Senior group Engineer” in “Jaypee
ventures ltd” Sahibabad-Jaypee group.
25th june 2009 - 26th feb 2010:- worked as DGM(hydro-civil) in “LahmeyerInternational
(India) pvt. Ltd” in Gurgaon
26th april 2010 - 16th april2012:- worked as AGM Hydro(civil) in EIPL, Gurgaon, India.
2nd may2012 – 23may2016 :- worked as AGM (Hydro_designs) in LTPDL,Faridabad, .
Larsen & toubro ltd., 12/4, delhi Mathura Road
Work experience:-
Central watercommission:-
 Associated with construction stage design and drawingsof
Ranganadi H. E. Project, parbatirehabilitation project,
Panchana irrigation project, mansiwakal project (drinking
water supply to udaipurcity);
(Ranganadih.e. Project: flood routing, hydraulic design of Solid roller bucket,
stability analysis, structural analysis of pier, anchorageof pier , training wall of
stilling basin.
 Parbatirehabilitation project: stability analysis of modified dam section, flood
routing.

 Developed program in 'c' languagefor stability analysisof modified section.
 Panchnairrigation project: structural design of pier,design of spillway bridge with
gantrycrane.
 Mansi wakalproject: structural design of pier, anchorage of pier, sluice through
dam body, spillway bridge with gantry Crane.
 Singlehanded specification/tender stage (hydraulic design) and construction stage
design and drawing of ottu barrage (comprising of three head regulators for
different canals) and ottu syphon (downstream of barrage), sirsa, haryana
which wasworld bankaided time bound project.
 . Constuction stage design and drawingsof right bankshaft Spillway(combination of
circular section for flood water Flow and d-shaped section for deaeration) of tehri h.e.
Project (2000 mw) which is unique structure using swirling flow for Energy
dissipation and working underhigh head(200+m)and Hydrodynamicpressures.also
designed the connecting modified Circular tunnel‘s support system and lining.
 Constuction stage design and drawing of stilling basin of Chutespillway (200+m head)
which consists of three portions viz. Monolithic slab and training walls(which houses
openingsof tunnels of shaft spillway) , anchored slab and bafflewall portion. This
stilling basin is subjected to high head of more than 200 m and high hydrodynamic
pressures. Also designed treatment for 5 m thick shear zone coming below stilling basin.
 Construction stage design and drawing of koteshwar h.e. Project (400 mw) downstream
of tehri project and partof Tehri scheme;
(a) temptaturestudies for concreting purpose.
(b) simplified dynamicanlysis by a. K. Chopra'smethod.
(c) structural design of galleries through dam bodyand in
Abutmentin rock.
(d) structural design of elevator shaft and staircase.
(e) stilling basin design.
(f) stability and structural analysisof power dam block
 DPR stage design and drawingsof dam of rupaligadproject (INDO-NEPAL venture)
with stilling basin, trajectory bucket Solid roller bucket alternatives.
 DPR stage design and drawing of dam of sissiri multipurpose project which is proposed
200 m high concrete gravity dam in Arunachalpradesh.
 Investigation stage design and drawingsof saptkosi and Kamla dam projects ( INDO-
NEPAL venture) .
 Other works involved ;
(i) Spillwaybridgefor chhapiirrigation project.
(ii) Design of head regulator for canalof Bisalpurirrigation
Project.

( iii) Shear zone treatment of bethaliirrigation project.
(iv) Rehabilitation works for matatila dam in uttar pradesh.
(v) Flood routing studies,review of design of opening through Dam for passing of flood due
to landslidein reservoir area of”Jaypee group” etc. For controvrsial Bagliharh.e.
Project
Apart from design works duties, involved in technicalexamination of feasibility reports and
dpr's of various agencies and offering comments on revision of “Indian Standards” on concrete
damsand ancillary structures.
Jaypee ventures limited:-
Associated with construction stage design/drawingsof boot project of “Karchamwangtoo
(1000 mw)
1. Design and drawingsof diversion tunnel lining.
2. Design and drawingsof structure at outlet of diversion Tunnelviz. Tunnelsupportsystem
and lining in overburden , Cut and cover structure, transition structure, outlet gate
Structure , cantilever retaining wall at outlet.
3. Design and drawing of50 m span steel truss bridged/s of dam.
4. Stability analysis of overflow and non overflow sections of dam in MS-Excel..
5. Design/drawingsof plug for closure of adit to diversion tunnel.
6. Design /drawing of power intake structure .
7. Estimation of quantitiesfor diversion tunnel, dam and intake.
8. Structuraldesign and drawingsof y-junction (two tunnels Joining in one) for link tunnelsto
connecting tunneland connecting tunnels to HRT from sedimantation chamber.
9. Nationalhighway diversion design and drawingsdueto
Submergencefrom reservoir.
10. 32 m plate girder bridge - design/drawing.
11. Slope stability analysis of excavation slopes of power intake.
(ii) April ’08 - 05/02/09:
Associated with DPR stage of boot project “Lower Siang h.e. Project (2400 mw)”
Alternative studies/design for layout of intake,powerhousedesign and drawing especially of
tubines in two rows alternative.
Upstream submergence level studies due to reservoir in
Hec-ras inhouse and its comparison with LI,(Germany) .
Slope stability analysis of left bankin rocscience packagesswedge/slide/phases2;design and
drawing.

Sedimentation study for reservoir without/with flushing and its (inhouse) comparison with
LIi(Germany’s)results.
Evaporation study for reservoir.
Surgetank analysis for underground powerhousealternative in us army corp’s software
“whamo”
Study/design for alternatives (pile foundation & monolithic slab with training walls) below
stilling basin floor ,where sound rock is availableat lower levels.
Stability analysis for overflow sections (spillways) and power dam block in ms-excel.
Cotours comparison/dam axis location w.r.t. Revised contours vs nhpccontours.
Hydraulicdesign computationsfor spillway for different possibilities viz. Stilling basin/solid
roller bucket/flip bucket.
Checking of hydrological consistency of gauge-dischargesites by mass curves.
Lahmeyerinternational(India)ltd. :-
(i) Associated with DPR stageof “Jakhol-sankri(2x25.5 mw) h.e.
Project”
1 .Alternative studies and design/drawingsfor layout of
Diversion structure.
2. Design/drawingsof intake structure and approach tunnel.
3. Design/drawingsof sedimentation chamber.
(ii) Design/drawingfor DPR of barragefor water supplyto a thermalplantat chanderpur,
Maharashtra.
Energy infratech pvt. Ltd
(i) Boot project of “Teesta he” (1200 mw)
1. Supervision of design/drawingof spillway tunneland two intakes (gooseneck provision) to
two different spillway tunnelsusing plate and solid elements in “STAADPRO”
Including stability analysis of intakes in “EXCEL”.
2. Supervision of design of “HRT” lining in “STAADPRO” using plateElements.
(ii) Consultancy work of “Dikchu hep (96 mw)”
Supervised the design/drawing of project right from concrete dam to pressure shaft
excluding power house Portion in initial stages which included diversion channel
Arrangement(instead of diversion tunnel),layoutof different components,preliminary
designing of dam, intake,sedimentation chamber,hrt,surgeshaft,pressure Shaftetc.
L & T power developmentlimited

1. Design and drawingof lining of HRT of”Singoli-bhatwari Hep” design sheet for
retaining wall in excel,design and Drawing of beam for gantryof pressure shaft and
surge Shaft, permeability related assessment of tagurshithep .
2 . Supervision of design and drawing of connecting tunnelbetween adit and horizontal
pressure shaft,transitions of HRT, left bankcut off at barragesite of singoli bhatwarihep.
3. Review of design and drawing ofsingoli bhatwarihep furnished by EDRC Faridabad.
4. Project instrumentation aspect (design and drawing)of DPR’s of “Tagurshit,sach khashep
and reoli duglihep’”
5. Design and drawing of surface powerhouse, switchyard , protection wall of powerhouse
area.
Software/packages:-
1. MS-office
2. Staadpro:-1)used for 2-d analysis (using beam members)for right Bankshaft spillway of
“TEHRIh.e project” , 2-d analysis (using plate elements & beam
members) for Separation chamberand drainagegallery(beam
Members) around stillin
2) Used for linings (plate elements) of diversion tunnel, Support system (beam
elements) and lining (plate Elements)in overburden at outlet of “Karcham
Wangtooproject”.
3) Abutmentgalleries (beam elements) of “Koteshwar H.e. Project.”
4) 50 m span steel (2-d and 3-d analysis )truss bridge of “Karcham wangtoo
project d/s of dam.
5.) 3-d fem analysis (solid elements) of outlet of diversion tunnel(transition,cut
and cover structure, outlet gate structure) , power intake structure of
karcham-wangtooproject.
6). 32m span plate girder bridge analysis.
7) 3-d frame analysis of powerhouse structure of “ Lower siang h.e. Project”
with two rows/one row Alternatives.
8) Two intakes analysis and design in solid and plate Elements of “Teesta hep.
9) Analysis of hrt lining of teesta hep.
10) A nalysis and design of hrt lining of singoli-

11) Bhatwarihep using plate elements.Analysis & design of left bankcut-off of
“Singoli Bhatwarihep”
3. Nastran :- 1) 2-d FEM analysis of tehri right bankshaft spillway
Using plain strain elements,its separation chamber,
Monolithic reach of stilling basin and for 5.0 m thick
Shear zone coming below stilling basin for “Tehri h.e Project”.
4. Swedge:-Stability analysis of rock slope for transmission
Towers of “BASPAproject” upstream of “Karcham Wangtooproject”, left
bankslope analysis of “Lower Siang h. E. Project”.
5. Slide :- Slope stability analysis of left bankof “Lowersiang H.e. Project.,stability
analysis of Rockfill dam for “ Jakhol-sankri”.
6. Phases :- Slope stability analysis of left bankof “Lower Siang h. E. Project”.
7. Whamo :- Surgetank analysis for underground powerhouse
Alternative of “Lower siang h.e. Project.”
8. Hec-ras : Upstream submergence study for “Lower siang dam”,
Tailwater/mwl study for jakhol sankri dpr.
Residential address: flat no. 202 block no.4,jpcghs
Beverly park, plot no.2,sector-22
Dwarka,new delhi - 110077, india
Home(phone) : 011-28053720
Languageknown : English & Hindi( Written & spoken )

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