Tangible benefits of technological prospection and prefeasibility studies in SHP projects Ing. Sergio Armando Trelles Jasso
|
|
- April Hood
- 6 years ago
- Views:
Transcription
1 5 th and 6 th December 2012, Panama City, Panama Tangible benefits of technological prospection and prefeasibility studies in SHP projects Ing. Sergio Armando Trelles Jasso
2 Agenda Artisanal vs Technological approach to rivers as a source of wealth and well-being Technological panoply Economic impact of advanced technology Conclusions
3 Artisanal versus Technological approach Gambusino, 1850 Remote sensing, 2012
4 SHP Project Development Process Promotion Feasibility Optimized Prospection Design Construction Operation Operation Operation
5 Technological panoply Distributed hydrological modeling Time series analysis Geospatial analysis Project location optimization Project 3D modeling Preliminary design optimization
6 Distributed Hydrologic Modeling River Basin : 34,398 km 2 3,334 RHHU Mean RHHU : 10.3 km 2
7 Distributed hydrologic modeling PET Rain Snow AET 1,2, 3 Z 2 Z 1 Infiltration Q 1-2 θ 1 θ 2 Q direct Q retarded Overland flow Stream network and reservoirs routing Q Z 3 Q 2-3 Q base t θ 3 Slope PET = Potential Evapotranspiration AET = Actual Evapotranspiration Vertical Water Balance in Three Layers Five main calibration parameters
8 Distributed hydrologic modeling Precipitation (mm) Temperature (c ) Runoff (m 3 /s) Measured Simulated Calibration criteria over wet and dry years period Nash-Sutcliffe Efficiency Volume Difference (%)
9 Physiographic analysis Output Input Digital elevation model (DEM) Vector map of stream network outlet and water bodies Land use map Soil texture map Nodes Stream network reaches Water bodies Special points Relatively homogeneous hydrologic units (RHHU) Water divide Elevations Slopes Flow directions Percent of land use classes per RHHU Predominant soil texture per RHHU Hydraulic properties of soil
10 Digital elevation model Resolution: ASTER 30 m INEGI 50 m SRTM3 90 m...
11 Homogeneous Stream Network 3,284 stream reaches Mean reach length: 3.5 km
12 Relatively homogeneous hydrologic units
13 Land Use map 19 Classes
14 Soil Texture map Hydrodynamic parameters 12 Classes, from Edafology
15 Meteorological Daily Series 99 Stations Rainfall Maximum Temperature Minimum Temperature Time series of 10 to 30 years
16 Hydrometric Daily Series 5 Stations Time series of 3 to 5 years
17 Hydrological model calibration Calibration period: 5 to 7 wet/dry years Simulation period: 20 to 30 years with meteorology Nash-Sutcliffe Efficiency: 0.30 to 0.95 Volume Difference: -5% to +5%
18 Extended simulation Multiannual daily runoff series of years
19 Technological panoply Distributed hydrological modeling Time series analysis Geospatial analysis Project location optimization Project 3D modeling Preliminary design optimization
20 Flow Duration Curve Penstock upstream point Q p Project flow F Q Selected frequency of exceedance Specific at any point along stream network
21 Daily runoff series Time series Normal series
22 Monthly runoff Time series Normal series
23 Long mean annual runoff series Uncertainty of new gauging station Wet or dry year? Increasing or decreasing trend? High impact on economy of project Plant capacity design Income estimation for energy auctions
24 Technological panoply Distributed hydrological modeling Time series analysis Geospatial analysis Project location optimization Project 3D modeling Preliminary design optimization
25 Geospatial Analyses Exclusion Analysis Protected Natural Areas Archaeological Zones Urban zones Irrigation zones Problem areas Distance Analysis Roads and railroads Electric grid Power plants Electric substations Populated places Programmed procedures Annotation in a spreadsheet
26 Geospatial Analyses
27 Technological panoply Distributed hydrological modeling Time series analysis Geospatial analysis Project location optimization Project 3D modeling Preliminary design optimization
28 SHP project location optimization Min Power, Min Slope, Max Length, Max Flat Distance
29 Location Municipality State Watershed River Project Query Topology Project ID RHHU ID Stream reach ID Nodes ID Characteristics Intake (x,y,z) Tailwater (x,y,z) Drainage area Mean precipitation Mean flow Flow Duration Curve Design flow at selected frequency Penstock length Hydraulic head Mean slope Power Power/Length ratio Project class Distances Land restrictions Feasibility
30 Technological panoply Distributed hydrological modeling Time series analysis Geospatial analysis Project location optimization Project 3D modeling Preliminary design optimization
31 Project 3D modeling 3D Terrain Contour lines DEM Layout selection Intake location Tailwater location River bank selection Run of river or reservoir Dam height Conduit type and shape Canal Pipe Tunnel Bridge Penstock Dam type and shape Earthfill Rockfill Concrete RCC Arch... Project geometry Lengths Widths Heights Slopes Areas Volumes
32 3D Terrain preparation
33 3D Terrain preparation
34 3D Terrain preparation
35 Water intake and tailwater location Intake Tailwater
36 Water intake and tailwater location Tailwater Intake
37 River bank selection
38 River bank selection Bridge/Pipe Tunnel Canal Penstock Right bank
39 River bank selection Tunnel Canal Penstock Left bank
40 River bank selection Tunnel Bridge/Pipe Tunnel Canal Penstock Right/Left bank
41 River bank selection Conduit Left Right Right/Left bank bank bank Canal 1, Pipe Tunnel Bridge Total 1,932 1,715 1,525 Penstock Length (m)
42 Reservoir characteristics
43 Dam site characteristics
44 Dam type and shape Embankment 20,576,704 m 3
45 Dam type and shape Gravity - Concrete 4,537,156 m 3
46 Dam type and shape Gravity RCC Straight 3,276,270 m 3
47 Dam type and shape Gravity - RCC Curved 3,511,158 m 3
48 Dam type and shape Double Arch 759,967 m 3
49 Technological panoply Distributed hydrological modeling Time series analysis Geospatial analysis Project location optimization Project 3D modeling Preliminary design optimization
50 Preliminary design optimization Estimated costs Decision variables Design flow Reservoir capacity Conduits capacity Turbines capacity Project geometry Parametric costs Estimated benefits Energy income Capacity income Carbon credits Financial criteria Cost/Benefit IRR NPV LCOE Payback period
51 Preliminary design optimization Decision variables Design flow Reservoir capacity Conduits capacity Turbines capacity Other criteria Economic Flood control Water supply Irrigation Fisheries Tourism Real estate Demand for services and industrial goods Regional development Environmental GHG reduction Fuel conservation Inundated land Ecological flow Fish migration Forest cover Water quality Social Electrification People relocation Job creation Community benefits National security
52 Preliminary design optimization
53 Preliminary design optimization
54 Preliminary design optimization
55 Preliminary design optimization
56 Preliminary design optimization
57 Prefeasibility study Costs Estimates SHP project Layout Initial turbine selection Civil works pre design Parametric cost formulae Pre Feasibility tools Benefits Estimates Long term daily simulation with flows of Water, Energy and Money Financial Model Economic indicators Decision making Cash Flow
58 Improved Investment Decisions Detection of prospects Artisanal prospection Technological Prospection Random, Partial, Slow, Costly, Uncertain Systematic, Exhaustive, Effiicent, Reliable
59 Improved investment decisions Viablity of prospects Artisanal prospection Technological Prospection 3/10 Rate of Success 7/10
60 Improved investment decisions Dimension of project Artisanal prospection Technological Prospection ±50% Probable Error ±10%
61 Economic impact of advanced technology in five years... Criteria Artisanal Technological Prospection and prefeasibility losses (MUSD) Completed projects and installed capacity (n, MW) 10 de de 20 Global installed capacity (MW) Hydrologic uncertainty 20% 5% Development process duration (months) Recovery of investment period (years) Levelized cost of energy (USD/MWh) Cost of projects promotion phase (%) Cost of projects design and construction (%) Economic Internal Rate of Return (%) Global Net Present Value (MUSD)
62 Expected NPV of SHP projects in five years (MUSD)
63 The Map of the Treasure
64 The Map of the Treasure
65 Conclusions It is vital to know water resources time and space variability for SHP site selection and plant design. Surface hydrology and water resources management are complex and most countries lack of maps of SHP potential. Some countries have carried and published SHP assessments with simplified and unreliable hydrologic methods. Prospection and prefeasibility phases are often long, costly and largely uncertain, yet fundamental. SHP development applying advanced technology and global datasets speeds up the process and leads to increased tangible benefits. Experiences gained are replicable at project, river basin or country scale, with great benefit in Latin American countries.
66 5 th and 6 th December 2012, Panama City, Panama Gracias! Ing. Sergio Armando Trelles Jasso Tulipán Italiano 22, Col. Tulipanes Cuernavaca, Morelos, México Celular atrelles10@gmail.com Skype: atrelles1
Training Course Brochure Building Capacity in Rural & Urban Water Management
Training Course Brochure 2015 Building Capacity in Rural & Urban Water Management Introduction The WastePro Academy seeks to encourage the use of desktop software applications in the water and environmental
More informationUncertainty in Hydrologic Modelling for PMF Estimation
Uncertainty in Hydrologic Modelling for PMF Estimation Introduction Estimation of the Probable Maximum Flood (PMF) has become a core component of the hydrotechnical design of dam structures 1. There is
More informationGIS Applications in Water Resources Engineering
King Fahd University of Petroleum & Minerals City & Regional Planning Department Introduction to Geographic Information Systems Term Paper Presentation GIS Applications in Water Resources Engineering Prepared
More informationLecture 9A: Drainage Basins
GEOG415 Lecture 9A: Drainage Basins 9-1 Drainage basin (watershed, catchment) -Drains surfacewater to a common outlet Drainage divide - how is it defined? Scale effects? - Represents a hydrologic cycle
More informationSuspended Sediment Discharges in Streams
US Army Corps of Engineers Hydrologic Engineering Center Suspended Sediment Discharges in Streams April 1969 Approved for Public Release. Distribution Unlimited. TP-19 REPORT DOCUMENTATION PAGE Form Approved
More informationHydrology and Water Management. Dr. Mujahid Khan, UET Peshawar
Hydrology and Water Management Dr. Mujahid Khan, UET Peshawar Course Outline Hydrologic Cycle and its Processes Water Balance Approach Estimation and Analysis of Precipitation Data Infiltration and Runoff
More informationAlternative Approaches to Water Resource System Simulation
US Army Corps of Engineers Hydrologic Engineering Center Alternative Approaches to Water Resource System Simulation May 1972 Approved for Public Release. Distribution Unlimited. TP-32 REPORT DOCUMENTATION
More information2
1 2 3 4 5 6 The program is designed for surface water hydrology simulation. It includes components for representing precipitation, evaporation, and snowmelt; the atmospheric conditions over a watershed.
More informationFLOOD INUNDATION ANALYSIS FOR METRO COLOMBO AREA SRI LANKA
FLOOD INUNDATION ANALYSIS FOR METRO COLOMBO AREA SRI LANKA Mohamed Mashood Mohamed Moufar* (MEE 13633) Supervisor: Dr. Duminda Perera**, ABSTRACT The canal network in Metro Colombo area in Sri Lanka, initially
More informationThe Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management
The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management Husam Al-Najar Storm water management : Collection System Design principles The Objectives
More informationEVALUATION OF HYDROLOGIC AND WATER RESOURCES RESPONSE TO METEOROLOGICAL DROUGHT IN THESSALY, GREECE
EVALUATION OF HYDROLOGIC AND WATER RESOURCES RESPONSE TO METEOROLOGICAL DROUGHT IN THESSALY, GREECE A. LOUKAS*, AND L. VASILIADES Laboratory of Hydrology and Water Systems Analysis,, Volos, Greece *E-mail:
More information1. Stream Network. The most common approach to quantitatively describing stream networks was postulated by Strahler (1952).
1. Stream Network The most common approach to quantitatively describing stream networks was postulated by Strahler (1952). First Order Streams streams with no tributaries. Second Order Streams begin at
More informationLa Riereta Catchment Sant Boi de Llobregat
La Riereta Catchment Sant Boi de Llobregat Final Report Team 2 Enrique Amaya (COL) Lilian Yamamoto (BRA) Martín Pez (ARG) Sergio Esquivel (MEX) Instructor: José Macor Summary Contents 1. Introduction...
More informationRAINFALL - RUNOFF MODELING IN AN EXPERIMENTAL WATERSHED IN GREECE
Proceedings of the 14 th International Conference on Environmental Science and Technology Rhodes, Greece, 3-5 September 2015 RAINFALL - RUNOFF MODELING IN AN EXPERIMENTAL WATERSHED IN GREECE KOTSIFAKIS
More informationCHAPTER 3 Environmental Guidelines for WATERCOURSE CROSSINGS GOVERNMENT OF NEWFOUNDLAND AND LABRADOR DEPARTMENT OF ENVIRONMENT AND LABOUR
GOVERNMENT OF NEWFOUNDLAND AND LABRADOR DEPARTMENT OF ENVIRONMENT AND LABOUR CHAPTER 3 Environmental Guidelines for WATERCOURSE CROSSINGS WATER RESOURCES MANAGEMENT DIVISION Water Investigations Section
More informationCreated by Simpo PDF Creator Pro (unregistered version) Asst.Prof.Dr. Jaafar S. Maatooq
Lect.No.9 2 nd Semester Barrages, Regulators, Dams 1 of 15 In order to harness the water potential of a river optimally, it is necessary to construct two types of hydraulic structures, as shown in Figure
More informationThe Fourth Assessment of the Intergovernmental
Hydrologic Characterization of the Koshi Basin and the Impact of Climate Change Luna Bharati, Pabitra Gurung and Priyantha Jayakody Luna Bharati Pabitra Gurung Priyantha Jayakody Abstract: Assessment of
More informationAPPENDIX G HYDRAULIC GRADE LINE
Storm Drainage 13-G-1 APPENDIX G HYDRAULIC GRADE LINE 1.0 Introduction The hydraulic grade line is used to aid the designer in determining the acceptability of a proposed or evaluation of an existing storm
More informationFlood Forecasting - What Can You Do With Your Data?
Flood Forecasting - What Can You Do With Your Data? C Druery 1, D McConnell,2 1 WorleyParsons, Sydney, NSW 2 WorleyParsons, Sydney, NSW Abstract Driven by the large scale flooding over the past several
More informationOverview of NRCS (SCS) TR-20 By Dr. R.M. Ragan
Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan TR-20 is a computer program for the simulation of runoff occurring from a single storm event. The program develops flood hydrographs from runoff and routes
More informationTheme 5: Small-scale Hydropower. By: Dr Khamphone Nanthavong Faculty of Engineering, National University of Laos
Theme 5: Small-scale Hydropower By: Dr Khamphone Nanthavong Faculty of Engineering, National University of Laos Fundamentals of Hydropower Why Small-scale Hydropower? Small-scale hydropower Potential assessment
More informationFlood hazard assessment in the Raval District of Barcelona using a 1D/2D coupled model
9 th International Conference on Urban Drainage Modelling Belgrade 2012 Flood hazard assessment in the Raval District of Barcelona using a 1D/2D coupled model Beniamino Russo, David Suñer, Marc Velasco,
More informationUse of GIS to identify potential sites for small hydroelectric plants: general concepts and example of application
Use of GIS to identify potential sites for small hydroelectric plants: general concepts and example of application Joanne Félix Antoine Dubas STUCKY SA STUCKY SA Rue du lac 33 Rue du lac 33 P/O box P/O
More informationDevelopment of an Integrated Information System for Flood Control and Water Management in Western Province
Development of an Integrated Information System for Flood Control and Water Management in Western Province - A Prototype for IFI Demonstration project Srikantha Herath Ministry of Megapolis and Western
More informationA Practical Guide to Assessment and Implementation of Small Hydropower. Group Manager Hydropower & Major Projects
A Practical Guide to Assessment and Implementation of Small Hydropower Goran Stojmirovic Group Manager Hydropower & Major Projects Hydro Tasmania Consulting, Tasmania, Australia Email: goran.stojmirovic@hydro.com.au
More informationSMALL HYDRO BIG CHALLENGES Renewable Energy World Asia 2016 Martin P. Bieri. September 21, 2016
SMALL HYDRO BIG CHALLENGES Renewable Energy World Asia 2016 Martin P. Bieri September 21, 2016 CONTENT Introduction Potential in Southeast Asia Challenges in Small Hydro Main Design Steps (Bad) Examples
More informationRAINFALL-RUNOFF STUDY FOR SINGAPORE RIVER CATCHMENT
10 th International Conference on Hydroinformatics HIC 2012, Hamburg, GERMANY RAINFALL-RUNOFF STUDY FOR SINGAPORE RIVER CATCHMENT CHI DUNG DOAN (1)(3), JIANDONG LIU (1), SHIE-YUI LIONG (1), ADRI VERWEY
More informationCHAPTER FIVE Runoff. Engineering Hydrology (ECIV 4323) Instructors: Dr. Yunes Mogheir Dr. Ramadan Al Khatib. Overland flow interflow
Engineering Hydrology (ECIV 4323) CHAPTER FIVE Runoff Instructors: Dr. Yunes Mogheir Dr. Ramadan Al Khatib Overland flow interflow Base flow Saturated overland flow ١ ٢ 5.1 Introduction To Runoff Runoff
More informationEska Creek Preliminary Feasibility Analysis
Introduction Eska Creek Preliminary Feasibility Analysis This report examines the feasibility issues of energy and economics for a 1.8 MW hydroelectric project on Eska Creek (project). The Project is located
More informationM.L. Kavvas, Z. Q. Chen, M. Anderson, L. Liang, N. Ohara Hydrologic Research Laboratory, Civil and Environmental Engineering, UC Davis
Assessment of the Restoration Activities on Water Balance and Water Quality at Last Chance Creek Watershed Using Watershed Environmental Hydrology (WEHY) Model M.L. Kavvas, Z. Q. Chen, M. Anderson, L.
More informationANALYSIS OF HYDRAULIC FLOOD CONTROL STRUCTURE AT PUTAT BORO RIVER
Civil Engineering Forum Volume XXII/ - May 03 ANALYSIS OF HYDRAULIC FLOOD CONTROL STRUCTURE AT PUTAT BORO RIVER Ruhban Ruzziyatno Directorate General of Water Resources, Ministry of Public Works, Republic
More informationWater Balance Assessment of the Roseires Reservoir
Kamalddin E. Bashar 1 and Mohanad O. Mustafa 2 1 UNESCO-Chair in Water Resources, Khartoum, Sudan 2 Ministry of Irrigation and Water Resources, Sudan Abstract Roseires Reservoir on the Blue Nile River
More informationSummary of Detention Pond Calculation Canyon Estates American Canyon, California
July 15, 2015 Bellecci & Associates, Inc Summary of Detention Pond Calculation Canyon Estates American Canyon, California 1. Methodology: Method: Unit Hydrograph Software: Bentley Pond Pack Version 8i
More informationEvent and Continuous Hydrological Modeling with HEC- HMS: A Review Study
Event and Continuous Hydrological Modeling with HEC- HMS: A Review Study Sonu Duhan *, Mohit Kumar # * M.E (Water Resources Engineering) Civil Engineering Student, PEC University Of Technology, Chandigarh,
More informationHydropower & Dams Services
Hydropower & Dams Services We represent a world-class concentration of hydropower and dam expertise. Since 1920, we have designed hundreds of new hydropower and dams globally, producing clean reliable
More informationUngauged drainage basins: Investigation on the basin of Peneios River, Thessaly, Greece
European Water 57: 163-169, 2017. 2017 E.W. Publications Ungauged drainage basins: Investigation on the basin of Peneios River, Thessaly, Greece V. Gourgoulios and I. Nalbantis * Centre for the Assessment
More informationWater Balance and Regulation Alternative Analysis for Kajakai Reservoir using HEC-ResSim
US Army Corps of Engineers Hydrologic Engineering Center Water Balance and Regulation Alternative Analysis for Kajakai Reservoir using HEC-ResSim Phase I and II Final Report December 2007 Approved for
More informationPonds. Pond A water impoundment made by excavating a pit, or constructing a dam or an embankment.
POND SITE SELECTION AND CONSTRUCTION Uses, Planning, & Design David Krietemeyer Area Engineer USDA-NRCS June 20, 2008 Uses Considerations for Location of Commonly Used Terms Pond A water impoundment made
More informationIntegrated urban water systems modelling with a simplified surrogate modular approach
Integrated urban water systems modelling with a simplified surrogate modular approach Z. Vojinovic 1 *, and S.D. Seyoum 2 Department of Hydroinformatics and Knowledge Management, UNESCO-IHE, Institute
More informationOutlet Structure Modeling
Watershed Modeling using HEC-RAS Outlet Structure Modeling Jeff Wickenkamp, P.E., CFM, D.WRE Patrick Lach, P.E. Hey and Associates, Inc. Water Resources, Wetlands and Ecology Outline of Presentation Why
More informationGEOMORPHIC EFECTIVENESS OF FLOODS ON LOWER TAPI RIVER BASIN USING 1-D HYDRODYNAMIC MODEL,HEC-RAS
GEOMORPHIC EFECTIVENESS OF FLOODS ON LOWER TAPI RIVER BASIN USING 1-D HYDRODYNAMIC MODEL,HEC-RAS Darshan Mehta 1, Raju Karkar 2, Lalji Ahir 3 Assistant Professor, CED, S.S.A.S.I.T, Surat, Gujarat, India
More informationPREDICTION OF FLOW DURATION CURVES FOR USE IN HYDROPOWER ANALYSIS AT UNGAGED SITES IN POHNPEI, FSM
PREDICTION OF FLOW DURATION CURVES FOR USE IN HYDROPOWER ANALYSIS AT UNGAGED SITES IN POHNPEI, FSM By Dr. Leroy F. Heitz P.E. Dr. Shahram Khosrowpanah P.E. Technical Report No. 129 July 2010 PREDICTION
More informationAPPLICATION OF A HYDRODYNAMIC MIKE 11 MODEL FOR THE EUPHRATES RIVER IN IRAQ
2008/2 PAGES 1 7 RECEIVED 13.1.2008 ACCEPTED 26.4.2008 A. H. KAMEL APPLICATION OF A HYDRODYNAMIC MIKE 11 MODEL FOR THE EUPHRATES RIVER IN IRAQ Ing. Ammar H. Kamel Slovak University of Technology Faculty
More informationNBI strategic water resources analysis Phase I findings
NBI strategic water resources analysis Phase I findings Abdulkarim H Seid NBI Secretariat The NBI Strategic Water Resources Analysis Key question: how to meet demands for water, food and energy upstream
More informationLyon Creek Cedar Way Stormwater Detention Dam Operation and Maintenance Manual
Lyon Creek Cedar Way Stormwater Detention Dam Operation and Maintenance Manual Prepared by: Mike Shaw Stormwater Program Manager City of Mountlake Terrace January 2010 Section I General Information This
More informationFlood risk management and land use planning in changing climate conditions Mikko Huokuna Finnish Environment Institute, SYKE
10th International Drainage Workshop of ICID 06.-11. July 2008 Flood risk management and land use planning in changing climate conditions Mikko Huokuna Finnish Environment Institute, SYKE Background hydrological
More informationPREDICTION OF FLOW DURATION CURVES FOR USE IN HYDROPOWER ANALYSIS AT UNGAGED SITES IN KOSRAE, FSM
PREDICTION OF FLOW DURATION CURVES FOR USE IN HYDROPOWER ANALYSIS AT UNGAGED SITES IN KOSRAE, FSM By Dr. Leroy F. Heitz P.E. Dr. Shahram Khosrowpanah P.E. Technical Report No. 137 June 2012 PREDICTION
More informationIssue paper: Aquifer Water Balance
Issue paper: Aquifer Water Balance 1. Introduction And Background 1.1. Purpose and Scope The population in Kitsap County has grown rapidly in recent years and is expected to increase substantially in the
More informationThe hydrologic and hydraulic study of the behaviour of the Nyl River floodplain
River Basin Management IV 149 The hydrologic and hydraulic study of the behaviour of the Nyl River floodplain C. F. B. Havenga 1, A. Jeleni 1, W. V. Pitman 2 & A. K. Bailey 2 1 Department of Water Affairs
More informationHYDRODYNAMIC MODELLING IN LARGE RESERVOIRS FOR WATER RESOURCES MANAGEMENT. Alfredo Ribeiro Neto, Carlos E.O. Dantas, José Almir Cirilo
HYDRODYNAMIC MODELLING IN LARGE RESERVOIRS FOR WATER RESOURCES MANAGEMENT Alfredo Ribeiro Neto, Carlos E.O. Dantas, José Almir Cirilo Department of Civil Engineering, Federal University of Pernambuco,
More informationEVALUATING A MULTI-VELOCITY HYDROLOGICAL PARAMETERIZATION IN THE AMAZON BASIN
Annual Journal of Hydraulic Engineering, JSCE, Vol.55 2011 February EVALUATING A MULTI-VELOCITY HYDROLOGICAL PARAMETERIZATION IN THE AMAZON BASIN Roberto Valmir DA SILVA1, Yosuke YAMASHIKI2 and Kaoru TAKARA3
More informationApplication of a Basin Scale Hydrological Model for Characterizing flow and Drought Trend
Application of a Basin Scale Hydrological Model for Characterizing flow and Drought Trend 20 July 2012 International SWAT conference, Delhi INDIA TIPAPORN HOMDEE 1 Ph.D candidate Prof. KOBKIAT PONGPUT
More informationNote that the Server provides ArcGIS9 applications with Spatial Analyst and 3D Analyst extensions and ArcHydro tools.
Remote Software This document briefly presents the hydrological and hydraulic modeling software available on the University of Nice Server with Remote Desktop Connection. Note that the Server provides
More informationCTCN assistance in Thailand
CTCN assistance in Thailand Strengthening Bangkok s Early Warning System to respond to climate induced flooding Deliverable 2 (Activity 1.2.1) Mapping and understanding of the existing BMA data management
More informationSTORM WATER MANAGEMENT REPORT
Silvercreek Junction STORM WATER MANAGEMENT REPORT Howitt Creek at the Silvercreek Parkway Site Guelph, Ontario August, 2008 TSH File 22304A-04 August 19, 2008 STORMWATER MANAGEMENT REPORT Howitt Creek
More informationCapacity Building Workshop on Small Hydro Power Project Development
Capacity Building Workshop on Small Hydro Power Project Development April 17, 2012 Monrovia (Liberia) 1 Assessment of Micro Hydro Potential in Sub- Saharan Africa Countries: Mali, Togo & Benin M Gbra N
More informationCulvert Sizing procedures for the 100-Year Peak Flow
CULVERT SIZING PROCEDURES FOR THE 100-YEAR PEAK FLOW 343 APPENDIX A: Culvert Sizing procedures for the 100-Year Peak Flow A. INTRODUCTION Several methods have been developed for estimating the peak flood
More informationUnderstanding. Hydraulics. palgrave macmillan. Les Hamill. University of Plymouth THIRD EDITION
Understanding Hydraulics THIRD EDITION Les Hamill Senior Lecturer in Civil Engineering, School of Marine Science and Engineering, University of Plymouth palgrave macmillan Preface to third edition Acknowledgements
More informationMeasuring discharge. Climatological and hydrological field work
Measuring discharge Climatological and hydrological field work 1. Background Discharge (or surface runoff Q s) refers to the horizontal water flow occurring at the surface in rivers and streams. It does
More informationStream Reaches and Hydrologic Units
Chapter United States 6 Department of Agriculture Natural Resources Conservation Service Chapter 6 Stream Reaches and Hydrologic Units Rain clouds Cloud formation Precipitation Surface runoff Evaporation
More informationTitle: Modelling of Cascade Dams & Reservoir Operation for Optimal Water Use: Application to the Omo River Basin, Ethiopia
. Teshome Seyoum Bachilor Degree in Agric-al Engineering, Alemaya University,Ethiopia, 1995 Work in Water supply & irrigation projects from 1996-2005 Master Degree in Irrigation Engineering, Arbaminch
More informationHydraulic Design of Highway Culverts HDS 5 September 1985
Hydraulic Design of Highway Culverts HDS 5 September 1985 Welcome to HDS 5 - Hydraulic Design of Highway Culverts Table of Contents Preface Tech Doc U.S. - SI Conversions DISCLAIMER: During the editing
More informationAssessment of Changes in Hydrologic Regime of the Teesta River by Teesta V Hydroelectric Power Project in Sikkim India
Assessment of Changes in Hydrologic Regime of the Teesta River by Teesta V Hydroelectric Power Project in Sikkim India Kausila Timsina Department of Geography Sikkim University INTRODUCTION Dams as monuments
More information6.0 Runoff. 6.1 Introduction. 6.2 Flood Control Design Runoff
October 2003, Revised February 2005 Chapter 6.0, Runoff Page 1 6.1 Introduction 6.0 Runoff The timing, peak rates of discharge, and volume of stormwater runoff are the primary considerations in the design
More informationThe City of Cocoa (City) is located in east
FWRJ Reclaimed Water and Stormwater: A Perfect Pair to Meet Total Maximum Daily Load Wasteload Allocations? Danielle Honour, James Wittig, John A. Walsh, and Don Stevens Danielle Honour, P.E., D.WRE, and
More informationLearning objectives. Upon successful completion of this lecture, the participants will be able to:
Solomon Seyoum Learning objectives Upon successful completion of this lecture, the participants will be able to: Describe and perform the required step for designing sewer system networks Outline Design
More informationDecision Making under Uncertainty in a Decision Support System for the Red River
Decision Making under Uncertainty in a Decision Support System for the Red River Inge A.T. de Kort and Martijn J. Booij Faculty of Engineering Technology, University of Twente, P.O. Box 217, 7 AE Enschede,
More informationNatel Energy Sustainable. Distributed. Utility Scale. Renewable Energy.
Natel Energy Sustainable. Distributed. Utility Scale. Renewable Energy. A New Class of Hydropower 2015.11.10 Michael J. Spolum June 5, 2017 ADB ACEF The MEGATREND D s of Energy Innovation D D ecentralization
More informationUse of SWAT for Urban Water Management Projects in Texas
Use of SWAT for Urban Water Management Projects in Texas Jaehak Jeong and Allan Jones Texas AgriLife Research Presentation Outline Modeling of Urban Watersheds and Stormwater Best Management Practices
More informationStorm Sewer Design. Bob Pitt University of Alabama and Shirley Clark Penn State Harrisburg
Storm Sewer Design Bob Pitt University of Alabama and Shirley Clark Penn State Harrisburg Major floods are dramatic and water flow routes must be recognized when minor drainage systems fail. These types
More informationAlouette Project Water Use Plan (April 15, 2009) Revised for Acceptance for the Comptroller of Water Rights
Alouette Project Water Use Plan (April 15, 29) Revised for Acceptance for the Comptroller of Water Rights Alouette Project - Water Use Plan Alouette Project Water Use Plan (April 15, 29) Revised for Acceptance
More informationTemporary Watercourse Crossing: Culverts
Temporary Watercourse Crossing: Culverts DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent Symbol
More informationGeneva Dam. Design of a Steep, Temporary, Riprap Ramp
Geneva Dam Design of a Steep, Temporary, Riprap Ramp A Run-of of-river Dam Analysis for Geneva Dam Credit to: Yu-Chun Su, Ph.D., P.E., CFM David T. Williams. Ph.D., P.E, CFM Presentation Purpose History
More informationSimulation of Rainfall-Runoff Using WEAP Model (Case Study: Qaraso Basin)
AGRICULTURAL COMMUNICATIONS, 2014, 2(4): 63-68. Simulation of Rainfall-Runoff Using WEAP Model (Case Study: Qaraso Basin) BEHROOZ YAGHOBI*, SAEID SHABANLOU AND FARIBORZ YOSEFVAND Department of Water Engineering,
More informationTypes of Hydropower Facilities
Types of Hydropower Facilities 1 Impoundment Hydropower- uses a dam to store water. Water may be released either to meet changing electricity needs or to maintain a constant water level. 2 Run-of-River
More informationAttachment 12 Stage 1 Flood Risk Assessment (IE RP-0001)
IE0311133-22-RP-0001, Issue A 17/10/2013 Attachment 12 Stage 1 Flood Risk Assessment (IE0311133-30-RP-0001) IE0311133-22-RP-0001_A_02.DOC Flood Risk Assessment Celebrating 40 Years in Business Jazz Pharmaceuticals
More informationStanley J. Woodcock, Michael Thiemann, and Larry E. Brazil Riverside Technology, inc., Fort Collins, Colorado
7.5 FRASER RIVER EXTENDED STREAMFLOW PREDICTION SYSTEM Stanley J. Woodcock, Michael Thiemann, and Larry E. Brazil Riverside Technology, inc., Fort Collins, Colorado Esther Vincent and Andy Pineda * Northern
More information2D flood modelling: coping with real world applications
2D flood modelling: coping with real world applications Dr Vasilis Bellos CH2M, Experienced Researcher Marie Curie fellow Introduction Flooding is a natural hazard of great importance Improving the accuracy
More informationThe Effect of Surface Texture on Evaporation, Infiltration and Storage Properties of Paved Surfaces
The Effect of Surface Texture on Evaporation, Infiltration and Storage Properties of Paved Surfaces M. Mansell* and F. Rollet School of Engineering and Science, University of the West of Scotland, Paisley
More information4.1 General Methodology and Data Base Development
Chapter 4 METHODOLOGY 4.1 General and Data Base Development This report project utilized several computer software models and analysis techniques to create the numeric data on which decisions for this
More informationDefinitions 3/16/2010. GG22A: GEOSPHERE & HYDROSPHERE Hydrology
GG22A: GEOSPHERE & HYDROSPHERE Hydrology Definitions Streamflow volume of water in a river passing a defined point over a specific time period = VxA discharge m 3 s -1 Runoff excess precipitation - precipitation
More informationFlood Inundation Mapping of Surat City A Prospective View of Flood Return Period
Flood Inundation Mapping of Surat City A Prospective View of Flood Return Period Speaker: Dhruvesh Patel Place: University of Exeter Dt: 5/09/2013 Introduction Flood is defined as extremely high flows
More informationUNIT HYDROGRAPH AND EFFECTIVE RAINFALL S INFLUENCE OVER THE STORM RUNOFF HYDROGRAPH
UNIT HYDROGRAPH AND EFFECTIVE RAINFALL S INFLUENCE OVER THE STORM RUNOFF HYDROGRAPH INTRODUCTION Water is a common chemical substance essential for the existence of life and exhibits many notable and unique
More informationSimulation of Event Based Runoff Using HEC-HMS Model for an Experimental Watershed
International Journal of Hydraulic Engineering 213, 2(2): 28-33 DOI: 1.5923/j.ijhe.21322.2 Simulation of Event Based Runoff Using HEC-HMS Model for an Experimental Watershed Reshma T *, Venkata Reddy K,
More informationChapter 6. Hydrology. 6.0 Introduction. 6.1 Design Rainfall
6.0 Introduction This chapter summarizes methodology for determining rainfall and runoff information for the design of stormwater management facilities in the City. The methodology is based on the procedures
More informationFlorida s Deranged Hydrology and the National Water Model Challenges and Opportunities
Florida s Deranged Hydrology and the National Water Model Challenges and Opportunities Peter J. Singhofen, P.E. Streamline Technologies, Inc. psinghofen@icpr4.com Part 1 Florida is Different 2 2016, Streamline
More informationSome aspects of the sediment transit on the Mekong river in relation with hydropower development
Some aspects of the sediment transit on the Mekong river in relation with hydropower development Daniel Loudière Société Hydrotechnique de France A presentation in three parts - the situation when starting
More informationJoint Research Centre (JRC)
Joint Research Centre (JRC) Marco Pastori and Faycal Bouraoui IES - Institute for Environment and Sustainability Ispra - Italy http://ies.jrc.ec.europa.eu/ http://www.jrc.ec.europa.eu/ CONTENT Introduction
More informationContinuous Simulation Modeling of Stormwater Ponds, Lakes, & Wetlands: A BUILT-IN APPLICATION OF PONDS 3.2
Continuous Simulation Modeling of Stormwater Ponds, Lakes, & Wetlands: A BUILT-IN APPLICATION OF PONDS 3.2 PRESENTED AT THE SFWMD WORKSHOP PRE-DEVELOPMENT VERSUS POST DEVELOPMENT RUNOFF VOLUME ANALYSIS
More information5.3 Flood Protection Plan
5.3 Flood Protection Plan 5.3.1 Existing Conditions (1) Land Elevation The majority of land in the study area is characterized as undeveloped land such as agricultural, unused land and forests which have
More informationA Water Balance Budget for Bung Boraphet A Flood Plain Wetland-Reservoir Complex in Thailand
Water 2009, 1, 54-79; doi:10.3390/w1010054 OPEN ACCESS water ISSN 2073-4441 www.mdpi.com/journal/water Article A Water Balance Budget for Bung Boraphet A Flood Plain Wetland-Reservoir Complex in Thailand
More informationAppendix 4 ADB. IN THE 6 CI's RIVER BASIN TERRITORY - PACKAGE B. Final Report B.2 - Strategic Spatial Planning
ADB TA 7189-INO: INSTITUTIONAL STRENGTHENING FOR INTEGRATED WATER RESOURCES MANAGEMENT (IWRM) IN THE 6 CI's RIVER BASIN TERRITORY - PACKAGE B Final Report B.2 - Strategic Spatial Planning Appendix 4 Modeling
More informationSan Antonio Water System Mitchell Lake Constructed Wetlands Below the Dam Preliminary Hydrologic Analysis
San Antonio Water System enhancement. This recommendation was based on limited water quality data provided by SAWS and using a free-water surface constructed wetland with approximately 112 acres of wetted
More information1.6 Influence of Human Activities and Land use Changes on Hydrologic Cycle
1.6 Influence of Human Activities and Land use Changes on Hydrologic Cycle Watersheds are subjected to many types of changes, major or minor, for various reasons. Some of these are natural changes and
More information(b) Discuss in brief shaft spillway with neat sketches. Marks 04. OR Q (2) Explain in brief USBR stilling basin. Marks 08
(b) Discuss in brief shaft spillway with neat sketches. Marks 04 OR Q (2) Explain in brief USBR stilling basin. Marks 08 Stilling Basins The basins are usually provided with special appurtenances including
More informationCampbell River System. Water Use Plan. Revised for Acceptance by the Comptroller of Water Rights
Campbell River System Water Use Plan Revised for Acceptance by the Comptroller of Water Rights Generation Resource Management Nov 21, 2012 v6 Campbell River System Water Use Plan Page i Table of Contents
More informationSustainable Urban Stormwater Best Management Practices with InfoSWMM Sustain plus InfoSWMM 2D and SWMMLive
Sustainable Urban Stormwater Best Management Practices with plus InfoSWMM 2D and SWMMLive Contents 01 Introduction to Sustain What is and How Can it Help Evaluate BMPs and LIDs for sustainability goals?
More informationLift irrigation Using man or Animal power Using Mechanical or Electrical Power Flow irrigation a)inundation Irrigation b) Perennial Irrigation Direct
Lift irrigation Using man or Animal power Using Mechanical or Electrical Power Flow irrigation a)inundation Irrigation b) Perennial Irrigation Direct irrigation Storage irrigation a)flow irrigation system:
More informationGwinnett County Stormwater System Assessment Program
Gwinnett County Stormwater System Assessment Program Jonathan Semerjian, PE Dept. of Water Resources Stormwater Management Sam Fleming, PE Dewberry Presentation Overview Project Background Drivers Enhanced
More information