Resume - Experienced Structural Design Engineer in 3-D FEM Experties

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CURRICULUM VITAE
(Registered Professional Engineer)
Nepal Engineering Council
Reg. No.554 Class "A" Civil

Date of Birth: December, 1966, Pokhara, Nepal

Marital Status: Married
Gender Male

Experience
May 2005 to Date,
Nepal Electricity Authority (NEA)
Assistant Manager (Senior Hydropower/Structural Design Engineer)

A)Tender and Detail Design, Kulekhani-III Hydro Electric Project

1. Preparation of Proposal, Leading Design Team, Preparation of Overall Basic Design of the Project, Overall design of Semi Surface Power House and other Complicated Structures including Hydraulic designs and sizing of major structures (eg. Intake-Headpond, Connection Tunnel, Underground Forebay, Adits etc.) Preparation of Digital modeling of Powerhouse
2. Preparation of Tender and Contract Documents for Tendering
3. Overall Supervision of the Design Team comprising of some Engineers and Draught persons
4. Co-ordination with Electrical, Electro-Mechanical and Management groups
5. Presently Carrying out Structural Design of Semi Underground Powerhouse using 3-DFEM analysis (SAP2000)
B) Detail Design, Chameliya Hydro Electric Project
1.Putting reinforcement for the Headwork Structures, Access Bridge (Arch Bridge) and Spillway bridge.
2.Supervision of Design Team
3.Assist Chief Design Engineer in Management and Technical matters including entertaining Contractors letters
4.Design Co-ordination with other groups

C) Other Works
1.Design of Steel plate for the weir of Tinau Hydro Power Centre (Maintenance)
2.Design of Seepage control using plane sheet and expansion bolts at flushing gate cavern of Puwakhola Hydro Power Centre (Maintenance)
3.Structural design of Stiching work of fractured rock at land slide of Puwakhola Hydro Power Centre (Maintenance)

Jan. 21 2001-May 2005 FICHTNER, STATCRAFT, CES JV (Fichtner JV)
Structural Engineer (Power House Structure)
MIDDLE MARSYANGDI HYDRO ELECTRIC PROJECT, 71 MW, Nepal
Detail Design
1.Preparation of Design Guidelines and Standard Drawings
2. Preparation of computer program to ease analysis and design of steel reinforcement.
3.Analysis and Design of Reinforcement for the 17 m high Tailrace Gate Tower
4.Analysis and Design of Reinforcement for the 10x8x35m Tailrace Tube
5. Analysis and Design of Reinforcement for the 16x30m Apron Slab at the end of Tailrace tube
6.Stability check of the Penstock anchor blocks
7. Finalization of the entire Powerhouse Concrete Outline
8. Design of permanent slopes at Under Ground Power House and Tailrace
9. Analysis and Design of Reinforcement for the entire Under Ground Power House (Foundation to Roof): eg. Machine Floor, Generator Floor, Turbine Floor, Valve Floor Roof truss system and other components of Powerhouse like Gantry crane beam, RCC Columns with corbel for supporting the gantry crane beam etc.
10. Analysis and design of reinforcement for the 18 m deep Borepile wall around the Tailrace Platform
11.Analysis and design of other structures in the Powerhouse area like stepped chutes, Surface and Sub Surface Drainage System around the Powerhouse slope, High retaining walls at different places of the Powerhouse area etc.
12.Analysis and Design of Reinforcement for the Discharge Measurement Chamber –Portal for the Tunnel in Soil in one (10x8x15m)
13. Analysis and Design of Reinforcement for the 3x3x30m Under Ground Cable Duct and Foundation for the entire switchyard structures
14. Revision of different design drawings for the Tunnel in Soil, Penstock supports, alignment etc.
15. Checking of Contractors different Shop Drawings for Approval etc
16. Conducting FEM analysis for the complicated structures

Nov.1998–31. Dec. 2000
Morrison Knudsen International Inc. MKI) Nepal
Senior Design Engineer (Headworks Structure)
KALI GANDAKI "A" HYDROELECTRIC PROJECT 144 MW, Nepal
Detail Design
Main Works Performed, according to ACI Code, at the Headworks Lot C1
1. Preparation of computer program to ease analysis and design of reinf. steel
2. Stability Check, Analysis and Design of Reinforcement for the whole length of the Power Conduit (180x10x10m and 11x23 m) in eight different sections
3. Analysis and Design of Reinforcement for the whole length of Forebay Monolith Tube (80x13x11m) in eight different sections. The facilities Involved in the tube are: Radial gate and a three story Hydraulic and Electrical Equipment Building
4. Analysis and Reinforcement Design for the 7.5m high Retaining Wall placed at the out-fall of the Monolith Tube
5. Analysis and Design of Reinforcement for the Radial Gate Shaft (Bottom Outlet) which includes Base Slab, Walls, Trunnion Beam and Supports and Hoist Supports.
6. Analysis and Reinforcement Design for the whole Hydraulic and Electrical Equipment Building, which has 40 T Gantry Crane on the roof
7. Analysis and Reinforcement Design for the U/S Bridge Deck Slab (Span 17m) at the Diversion Dam
8. Analysis and Reinforcement Design for the D/S Bridge Deck Slab (Span 17m) at the Diversion Dam
9. Analysis and Design of Steel Bracket for the cantilevering portion of the Bridge Deck at the Diversion Dam
10. Analysis and Design of Reinforcement for the Roof Slab of Monolith at the Collector Channel with heavy vehicle loading
11. Analysis and Design of Reinforcement for the Right Abutment Wall for the Collector Channel
12. Analysis and Design of Reinforcement for the Top Slab of the Under Sluice (Main slab of the Collector Channel)
13. Analysis and Design of Reinforcement for the Left Abutment Retaining Wall (Diversion Dam)14. Check for the bearing capacity of the 70 cm thick wall of the Hydraulic and Electrical Equipment Building
15. Analysis and Design of Reinforcement around the Dogging Device for the Radial Gates at different places.
16. Analysis and Design of Reinforcement for the Retaining Wall near the Intake Service Building
17. Analysis and Design of Reinforcement for the Electrical Equipment Room (a Cantilevering building)
18. Design of Steel Girder Systems, for Intake Deck, with a heavy crane loading and all
19. Final Design of the Anchor Rods required to stabilize the Intake Weir and the Middle forebay Wall
20. Different Hydraulic Calculations, which was required immediately, changing of the concrete outlines wherever it is required by the Hydraulics
21. Checking of other Engineer's calculations.
22. Planning and Lay-out of different Structures wherever required
23.Checking of Contractor's Working Drawing and the Bar Schedules Submitted for approval.

For complete one month of May 2000 and from then onward for one week (max.) at every fourth week.

Acting Chief Engineer for Headworks to approve Contractor's Working Drawings, Consultant's Design Calculations and production of Design Drawings

1998 May–1998 Oct. UNDP/REDP(NEP/95/016), Myagdi, Nepal
Technical Officer
RESPONSIBILITY
Conduct Feasibility and Detail Survey, Preparation of Feasibility and Detail Design, Cost- Quantity Estimates, Financial analysis, Construction Supervision of different Community Owned Micro Hydropower Schemes

Assist in Community Mobilization, Conduct different Training to the Community

17 Nov.'97-9 May '98 UNV Section
UN Complex, NEPAL
UNTS/NEP/001/CDF(NEP/89/C04) UNDP-UNCDF-UNOPS-FAOUNV-
Site Engineer (Site In-Charge to Janakpur Construction Site)

RESPONSIBILITY
Conduct Land Survey at different sites of the project to prepare site maps
Construction Site Supervision and Construction Management

1996 Nov.-1997 Nov. CEMAT Consultants P. Ltd. Kathmandu,Nepal

Road Engineer
Birgunj-Kalaiya, Nepalgunj-Baghauda and Tansen-Ridi-Tamghas Strategic Feeder Road Project
RESPONSIBILITY
Assist in designing, Conduct Survey, Preparation of drawings automatically using Auto-CAD

1996 July-1996 Oct. CEMAT Consultants P.Ltd. Kathmandu,Nepal

Road EngineerJanakpur- Dhanushadham Road Rehabilitation Project

RESPONSIBILITY
Assist in designing, Preparation of drawings automatically using Auto-CAD

1993 Oct.-1996 June CEMAT Consultants P.Ltd. Kathmandu, Nepal

Hydraulic Structures/Water Supply Engineer

Third Rural Water Supply and Sanitation Project(ADB-1165- Nep (SF) Eastern Region of Nepal

RESPONSIBILITY*
Conduct Survey, Financial Analysis, Report Writing in ADB Standard* Preparation of drawings automatically using Auto-CAD*
Preparation of Computer Programs to use in all 48 subproject's Design, Cost- Quantity Estimates and Financial Analysis:
1.Reservoir Volume for Intermittent and Continuous System (for detail and feasibility)
2.Overall Costing of Rural Pipeline System ( for feasibility)
3.Detail Pipeline Design in the Static Line (for detail and feasibility)
4.Rateanalysis- Overall Costing in one package (for detail and feasibility)
5.Detail Pipeline Design for free flow (for detail design)*

Design of several Rural Pipelines and Pipe Networks for Urban areas

Feasibility Study
1.Bhogateni Water Supply Subproject, Morang District
2.Sakhare Tilkeni Water Supply Subproject, Morang District
3.Maunabudhuk Water Supply Subproject, Dhankuta District
4.Ravi Water Supply Subproject, Panchthar District (Urban Network)5.Topgachhi Water Supply Subproject, Jhapa District (Urban Network)

Detail Design
1.Ravi Water Supply Subproject, Panchthar District (Urban Network)
2. Topgachhi Water Supply Subproject, Jhapa District (Urban Network)
3.Sakhare Tilkeni Water Supply Subproject, Morang District
4. Maunabudhuk Water Supply Subproject, Dhankuta District

(Detail Survey)
5.Mattimbirta Water Supply Subproject, Khotang District (Rate analysis, Costing)
6.Limbudin Water Supply Subproject, Taplejung District
7.Lingtep Water Supply Subproject, Taplejung District
8.Urlabari Water Supply Subproject, Morang District (Urban Network)

Reinforcement design of several of different components of water supply systems such as Intakes, Underground Reservoirs, Suspended Crossings

1987 Couple of months OEC Maharajgunj Kathmandu, Nepal
Civil Overseer (Junior Engineer)Pokhara Rural Electrification Project

RESPONSIBILITY
Lay-out of the Alignment to erect poles for the Transmission and Distribution Lines.

Education 1987 Sep.-1993 June

Technical University of Budapest: One Year Language Training and Preparation Course for the adjustment to the Hungarian University. Five Years Master of Science in Civil Engineering (M. Sc. Civil Engg.)
First Division

Specialization: Hydraulic Structures
Thesis: Complete Design of Earth-fill Dam with Vertical Overflow Shaft and Horizontal Tube
(Live Project in order to amplify the Water Supply System of Nekeszeny and Uppony area of Hungary)

1985 –1987 Institute of Engineering Pulchowk, (Kathmandu), Nepal
Intermediate of Engineering ( I. E. Civil Engg.) First Division
School Leaving Certificate (SLC) Exam Passed in First Division on 1983

Language Knowledge
English, Hungarian, Nepali, Newari, Hindi, Urdu

Extra Activities
Training: Design and Construction of Reservoirs Formed in Soil (One month course) at DELFT University of Technology, Netherlands

Major seminars attended:
Fixing Design Guidelines Hydro Electric Projects, Headworks, Department of Electricity Development, Government of Nelpal
Water for Thirsty City, NEA and Department of Water Supply, HMG
Technology for Sustainable Development (FEISCA and NEA)

Others:
Life Member of Nepal Engineer's Association (NEA)
General Member of Vaasaarhelyi Paal Computer Club, Budapest Hungary
Auto-CAD trainer at Tamrakar Consultancy, Kathmandu, Nepal

Academic visits to the DELTA Works of Netherlands,
Participated in the Inter University Student Exchange Program (One month course in the Technical University of Delft, The Netherlands
Different Hydro Projects in Germany etc.
Driving License for light vehicles

Computer Knowledge

Civil Engineering
Auto-CAD (Including Auto Lisp), Auto CIVIL, KYPIPE, LOOP, Math CAD, MICROFEAP, RISA 3-D, SAP90, SAP2000, Staad Pro-5, STABIL-5 (Slope Stability) HEC RAS etc.
General
HTML, FoxPro, Visual Basic, EXCEL, WORD, BASIC etc.

Some Experience in FEM Analysis using shell and solid modules

Finite Element Analysis to analyze mainly semi underground powerhouse, discharge measurement chamber, Tunnel Lining, Penstock Lining etc. of Middle Marsyangdi Hydropower Project (70 MW); Semi underground Powerhouse of Kulekhani –III HEP (14 MW) Intake Structures, Forebay Structures etc. of Hadikhola, Patikhola and Thoppal Khola Small Hydropower Project

Referees
1.K.M. Amatya Exec. Director, Nepal Consult P. Ltd., +977+1+5524379 (Off.) Cellular phone:+977+9851031473 email:nc@wlink.com.np
2.B. L. Nyanchhyon, Exec. Director, Multi Disciplinary Consultant P. Ltd, +977+1+5529304 (Off.) email:mdc@multinepal.com.np
3.H. M. Palikhe, Director, Transmission Construction Department, Nepal Electricity Authority (NEA) +977+1+4277741 (Res),+977+9851085209
4.B.K. Pathak, Director, Generation Construction Department, NEA +977+1+4252236,+977+1+4445137 (Res)
5.Charles. F. Leonhardt, Chief Engineer KGA, Morrison Knudsen, USA
6.Haakon Kyrkjeeide, Chief Engineer, Fichtner JV, Middle Marsyangdi HEP.
Statcraft Groner, Norway, Office phone number is + 47 67 12 84 73
Private phone number is + 47 66 98 12 01
hkyrkjeeide@broadpark.no
7.Torbjorn Bo, Deputy Chief Engineer, Fichtner JV, Middle Marsyangdi HEP.
Statcraft Groner, Norway, torbjorn.bo@sweco.no
Office number is +47 67 12 84 28.
Residence phone is +47 22 25 83 33.
8.Alan Christer, Project Manager, Fichtner JV, Middle Marsyangdi HEP

Date:Today

Part-time Works
A. Thoppal Khola Hydro Electric Project (1.5 MW)
1. Complete Hydraulic design and Structural Design of Siphons, Power Canal Structures and Sizing of Headworks Structures (eg.Intake and Dam and Spillway)
B. Patikhola Hydro Electric Project (1 MW)
2. Complete Hydraulic and Structural design of all Headworks (eg. Dam and Spillway, Intake, Desander, Forebay etc) and Power House Structures
C. Complete Structural Design of Residencial Building (Framed Structures) of:
a. Krishna P. Rajbhandari, Baglung (4 Storey),(3 Storey School)
b. Nagina Karmacharya, Kathmandu (4 Storey)
c. Sunil Palikhe, Pokhara (5 Storey)

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