Complex Cascade Dams Operation The Glommen and Laagen Case
|
|
|
- Kevin Boone
- 5 years ago
- Views:
Transcription
1 Complex Cascade Dams Operation The Glommen and Laagen Case Hans-Christian Udnæs Head of Department Hydrology, Eidsiva
2 About GLB Glommens og Laagens Brukseierforening (GLB) is a Water Management Association for the largest river system in Norway Lillehammer
3 Glomma & Laagen watercourse Catchment area: 42 km 2 13 % of Norway (-2469 masl) 21 reservoirs and 5 diversions Storage capacity: 3 5 mill.m 3 5 hydroelectric powerstations Inst. capacity: 2 5 MW Production: 12 TWh/year Appr. 9 % of Norway
4 GLB main task Regulate the water flow in the rivers Glomma and Laagen, within licensed conditions, in order to maximize energy production (economic outcome) in the hydropower stations. Commersial, but take into account all stakeholders
5 Raudalsvatn jan. 1. apr. 1. jul. 1. okt. Lalm jan. 1. apr. 1. jul. 1. okt Fundin 1. jan. 1. apr. 1. jul. 1. okt. Stai jan. 1. apr. 1. jul. 1. okt Storsjøen Hydrological regimes - usefulness of regulations 2 15 Olstappen 1. jan. 1. apr. 1. jul. 1. okt jan. 1. apr. 1. jul. 1. okt. Losna jan. 1. apr. 1. jul. 1. okt. Mjøsa jan. 1. apr. 1. jul. 1. okt. Elverum jan. 1. apr. 1. jul. 1. okt. Øyeren jan. 1. apr. 1. jul. 1. okt. Effect of regulations and diversions is about 2,5 TWh/yr (~2 % of total production). Additional economic effect caused by variations in electricity price.
6 Requirements for operating the river system Sufficient and reliable observations Weather forecasts Well calibrated hydrological models A river system model to link the sub catchments together and for planning how to operate A model for optimizing the total profit within actual weather forecasts and known restrictions in the river system
7 Sufficient and reliable observations Water level and outflow (reservoirs) Discharge (power plants and hydrological stations) Precipitation, temperature, snow (meteorological stations) Snow (manual measurements) GLB operates ~125 hyd./met. stations with hourly time resolution
8 Weather forecasts Weather forecasts (precip.+temp.) 1 days ahead for specified areas are imported every morning into the hydrological models Temperature Lillehammer ( ) Beyond 1 days historical observations are used
9 Well calibrated hydrological models m3/s Aursunden reservoir Observed precipitation Observed temperature Observed runoff Simulated runoff For each sub catchment a hydrological model is calibrated on historical data to establish the connection between the model input (precipitation and temperature) and output (runoff) With this model runoff can be forecasted based on the meteorological forecast
10 GLB simulates runoff daily for 4 subcatchments using the HBV model Well calibrated hydrological models Sub catchments Regulated Unregulated Main river
11 River system model Schematic representation of the river system model Reservoir (water level, inflow, outflow) Discharge station (river flow) River Diversion Power plant
12 Schematic representation of the river system model River system model - examples Reservoir Lake Aursunden Discharge station power plant Røstefossen Reservoir (water level, inflow, outflow) Discharge station (river flow) River Diversion Power plant
13 River system model Reservoir; Lake Aursunden m3/s Inflow (unregulated) Outflow (regulated) Production capacity m.a.s.l. Water level Limits
14 River system model Discharge station; Røstefossen m3/s Local inflow (unregulated Aursunden Røstefossen) Outflow Aursunden (regulated) Flow Røstefossen Production capacity Røstefossen
15 River system model Restrictions Lake Osen water level Variable limits for water level in reservoirs especially due to leisure activities in summer m3/s Rånåsfoss power plant - capacity Variable capacity in power plants due to upgrading and maintenance Framruste power plant - discharge m3/s Small variations in outflow/production in winter due to ice conditions in the river
16 River system model forecast single module Mm3 Lake Osen Reservoir volume 1 days forecast Forecast/scenarios based on observed weather the last 3 yeras Based on known restrictions, weather forecast for 1 days, and observed weather for the last 3 years, forecasts and plans are prepared daily.
17 River system model forecast for river Glomma downstream all reservoirs m3/s
18 River system model forecast for river Glomma (totals) reservoir volume Mm3 production GWh*1 price kr/mwh
19 THE END Lake Øyeren 1967, a flooding situation hopefully to be avoided in the future due to activities to reduse floods and optimal use of upstream reservoirs
Cost of Inflow Forecast Uncertainty for Day Ahead Hydropower Production Scheduling
Cost of Inflow Forecast Uncertainty for Day Ahead Hydropower Production Scheduling HEPEX 10 th University Workshop June 25 th, 2014 NOAA Center for Weather and Climate Thomas D. Veselka and Les Poch Argonne
Integrating Weather Forecasts into Folsom Reservoir Operations
Integrating Weather Forecasts into Folsom Reservoir Operations California Extreme Precipitation Symposium September 6, 2016 Brad Moore, PE US Army Corps of Engineers Biography Brad Moore is a Lead Civil
CASE STUDY NATHPA JHAKRI, INDIA
SEDIMENT MANAGEMENT CASE STUDY NATHPA JHAKRI, INDIA Key project features Name: Nathpa Jhakri Country: India Category: reduce sediment production (watershed management); upstream sediment trapping; bypass
Operational water balance model for Siilinjärvi mine
Operational water balance model for Siilinjärvi mine Vesa Kolhinen, Tiia Vento, Juho Jakkila, Markus Huttunen, Marie Korppoo, Bertel Vehviläinen Finnish Environment Institute (SYKE) Freshwater Centre/Watershed
CASE STUDY NATHPA JHAKRI, INDIA
SEDIMENT MANAGEMENT CASE STUDY NATHPA JHAKRI, INDIA Key project features Name: Nathpa Jhakri Country: India Category: reforestation/revegetation; upstream sediment trapping; bypass channel/tunnel; reservoir
CASE STUDY BINGA, PHILIPPINES
SEDIMENT MANAGEMENT CASE STUDY BINGA, PHILIPPINES Key project features Name: Binga Country: Philippines Category: modify operating rule (focus or redistribute sediment); adaptive strategies Binga hydropower
Watershed simulation and forecasting system with a GIS-oriented user interface
HydroGIS 96: Application of Geographic Information Systems in Hydrology and Water Resources Management (Proceedings of the Vienna Conference, April 1996). IAHS Publ. no. 235, 1996. 493 Watershed simulation
PRELIMINARY DRAFT FOR DISCUSSION PURPOSES
Memorandum To: David Thompson From: John Haapala CC: Dan McDonald Bob Montgomery Date: February 24, 2003 File #: 1003551 Re: Lake Wenatchee Historic Water Levels, Operation Model, and Flood Operation This
CASE STUDY BINGA, PHILIPPINES
SEDIMENT MANAGEMENT CASE STUDY BINGA, PHILIPPINES Key project features Name: Binga Country: Philippines Category: modify operating rule (focus or redistribute sediment); adaptive strategies Reservoir volume
SNOW MAP SYSTEM FOR NORWAY. Majorstua, N-0301 Oslo, Norway. 2 Norwegian Meteorological Institute (met.no), Box 43 Blindern, N-0313
SNOW MAP SYSTEM FOR NORWAY Rune Engeset 1, Ole Einar Tveito 2, Eli Alfnes 1, Zelalem Mengistu 1, Hans- Christian Udnæs 1, Ketil Isaksen 2, and Eirik J. Førland 2 1 Norwegian Water Resources and Energy
2015 Fall Conditions Report
2015 Fall Conditions Report Prepared by: Hydrologic Forecast Centre Date: December 21 st, 2015 Table of Contents Table of Figures... ii EXECUTIVE SUMMARY... 1 BACKGROUND... 2 SUMMER AND FALL PRECIPITATION...
A Report on a Statistical Model to Forecast Seasonal Inflows to Cowichan Lake
A Report on a Statistical Model to Forecast Seasonal Inflows to Cowichan Lake Prepared by: Allan Chapman, MSc, PGeo Hydrologist, Chapman Geoscience Ltd., and Former Head, BC River Forecast Centre Victoria
FORECAST-BASED OPERATIONS AT FOLSOM DAM AND LAKE
FORECAST-BASED OPERATIONS AT FOLSOM DAM AND LAKE 255 237 237 237 217 217 217 200 200 200 0 163 131 Bridging the Gap163Conference 255 0 132 255 0 163 122 The Dana on Mission Bay San Diego, CA January 28,
EFFICIENCY OF THE INTEGRATED RESERVOIR OPERATION FOR FLOOD CONTROL IN THE UPPER TONE RIVER OF JAPAN CONSIDERING SPATIAL DISTRIBUTION OF RAINFALL
EFFICIENCY OF THE INTEGRATED RESERVOIR OPERATION FOR FLOOD CONTROL IN THE UPPER TONE RIVER OF JAPAN CONSIDERING SPATIAL DISTRIBUTION OF RAINFALL Dawen YANG, Eik Chay LOW and Toshio KOIKE Department of
Badger Flood Situation Report. Robert Picco Amir Ali Khan Ken Rollings. Department of Environment Water Resources Management Division
Badger Flood 2003 Situation Report Robert Picco Amir Ali Khan Ken Rollings Department of Environment Water Resources Management Division Table of Contents 1. Background... 1 2. Antecedent Conditions...
Summary of the 2017 Spring Flood
Ottawa River Regulation Planning Board Commission de planification de la régularisation de la rivière des Outaouais The main cause of the exceptional 2017 spring flooding can be described easily in just
Evapo-transpiration Losses Produced by Irrigation in the Snake River Basin, Idaho
Nov 7, 2007 DRAFT Evapo-transpiration Losses Produced by Irrigation in the Snake River Basin, Idaho Wendell Tangborn and Birbal Rana HyMet Inc. Vashon Island, WA Abstract An estimated 8 MAF (million acre-feet)
Souris River Basin Spring Runoff Outlook As of March 1, 2019
Souris River Basin Spring Runoff Outlook As of March 1, 2019 Prepared by: Flow Forecasting & Operations Planning Water Security Agency Basin Conditions Summer rainfall in 2018 over the Saskatchewan portion
Relevant EU-projects for the hydropower sector: IMPREX and S2S4E
Coupled atmospheric ocean land GCM (CGCM) Downscaling & Bias Adjustment Impact models (e.g. hydrology) Decision makers Community Ilias Pechlivanidis (Hydrology Research) David Gustafsson (Hydrology Research)
Advanced /Surface Hydrology Dr. Jagadish Torlapati Fall 2017 MODULE 2 - ROUTING METHODS
Routing MODULE - ROUTING METHODS Routing is the process of find the distribution of flow rate and depth in space and time along a river or storm sewer. Routing is also called Flow routing or flood routing.
Souris River Basin Spring Runoff Outlook As of March 15, 2018
Souris River Basin Spring Runoff Outlook As of March 15, 2018 Prepared by: Flow Forecasting & Operations Planning Water Security Agency Basin Conditions Summer rainfall in 2017 in the Saskatchewan portion
Impacts of climate change on flooding in the river Meuse
Impacts of climate change on flooding in the river Meuse Martijn Booij University of Twente,, The Netherlands m.j.booij booij@utwente.nlnl 2003 in the Meuse basin Model appropriateness Appropriate model
Folsom Dam Water Control Manual Update
Folsom Dam Water Control Manual Update Public Workshop April 3, 2014 Location: Sterling Hotel Ballroom 1300 H Street, Sacramento US Army Corps of Engineers BUILDING STRONG WELCOME & INTRODUCTIONS 2 BUILDING
Tarbela Dam in Pakistan. Case study of reservoir sedimentation
Tarbela Dam in Pakistan. HR Wallingford, Wallingford, UK Published in the proceedings of River Flow 2012, 5-7 September 2012 Abstract Reservoir sedimentation is a main concern in the Tarbela reservoir
Detailed Storm Rainfall Analysis for Hurricane Ivan Flooding in Georgia Using the Storm Precipitation Analysis System (SPAS) and NEXRAD Weather Radar
Detailed Storm Rainfall Analysis for Hurricane Ivan Flooding in Georgia Using the Storm Precipitation Analysis System (SPAS) and NEXRAD Weather Radar Ed Tomlinson, PhD and Bill Kappel Applied Weather Associates
Operational Hydrologic Ensemble Forecasting. Rob Hartman Hydrologist in Charge NWS / California-Nevada River Forecast Center
Operational Hydrologic Ensemble Forecasting Rob Hartman Hydrologist in Charge NWS / California-Nevada River Forecast Center Mission of NWS Hydrologic Services Program Provide river and flood forecasts
HyMet Company. Streamflow and Energy Generation Forecasting Model Columbia River Basin
HyMet Company Streamflow and Energy Generation Forecasting Model Columbia River Basin HyMet Inc. Courthouse Square 19001 Vashon Hwy SW Suite 201 Vashon Island, WA 98070 Phone: 206-463-1610 Columbia River
Reclamation Perspective on Operational Snow Data and Needs. Snowpack Monitoring for Streamflow Forecasting and Drought Planning August 11, 2015
Reclamation Perspective on Operational Snow Data and Needs Snowpack Monitoring for Streamflow Forecasting and Drought Planning August 11, 2015 2 Reclamation Operational Modeling 3 Colorado Basin-wide Models
2015 January Conditions Report
2015 January Conditions Report Prepared by: Hydrologic Forecast Centre Date: January 28, 2015 1 P a g e Table of Contents List of Figures... 3 SUMMARY... 5 2 P a g e List of Figures Figure 1. Antecedent
2017 Fall Conditions Report
2017 Fall Conditions Report Prepared by: Hydrologic Forecast Centre Date: November 15, 2017 Table of Contents TABLE OF FIGURES... ii EXECUTIVE SUMMARY... 1 BACKGROUND... 4 SUMMER AND FALL PRECIPITATION...
Hydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba. FEBRUARY OUTLOOK REPORT FOR MANITOBA February 23, 2018
Page 1 of 17 Hydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba FEBRUARY OUTLOOK REPORT FOR MANITOBA February 23, 2018 Overview The February Outlook Report prepared by the Hydrologic
Flood Inundation Mapping under different climate change scenarios in the upper Indus River Basin, Pakistan
Flood Inundation Mapping under different climate change scenarios in the upper Indus River Basin, Pakistan Sohaib Baig (doctoral student) 16 November 2017 Disaster Prevention Research Institute 1 Kyoto
Hydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba. MARCH OUTLOOK REPORT FOR MANITOBA March 23, 2018
Page 1 of 21 Hydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba MARCH OUTLOOK REPORT FOR MANITOBA March 23, 2018 Overview The March Outlook Report prepared by the Hydrologic Forecast
FLOOD REPORT FOR MANITOBA. June 28, A Gale wind warning is in effect for Lake Manitoba and Lake Winnipeg
FLOOD REPORT FOR MANITOBA June 28, 2014 A Gale wind warning is in effect for Lake Manitoba and Lake Winnipeg Flood Warning*: Flood Watch*: High Water Advisory*: - Assiniboine River, from Shellmouth Dam
Effects of distribution level of hydrological models in mountainous catchments
Cold and Mountain Region Hydrological Systems Under Climate Change: Towards Improved Projections Proceedings of H02, IAHS-IAPSO-IASPEI Assembly, Gothenburg, Sw eden, July 2013 (IAHS Publ. 360, 2013). 53
9. PROBABLE MAXIMUM PRECIPITATION AND PROBABLE MAXIMUM FLOOD
9. PROBABLE MAXIMUM PRECIPITATION AND PROBABLE MAXIMUM FLOOD 9.1. Introduction Due to the size of Watana Dam and the economic importance of the Project to the Railbelt, the Probable Maximum Flood (PMF)
Appendix D. Model Setup, Calibration, and Validation
. Model Setup, Calibration, and Validation Lower Grand River Watershed TMDL January 1 1. Model Selection and Setup The Loading Simulation Program in C++ (LSPC) was selected to address the modeling needs
2011 Flood: Technical Review of Lake Manitoba, Lake St. Martin and Assiniboine River Water Levels Summary
2011 Flood: Technical Review of Lake Manitoba, Lake St. Martin and Assiniboine River Water Levels Summary October 2013 Introduction Manitoba experienced unprecedented flooding in 2011. While flooding was
Study 16.5 Probable Maximum Flood (PMF)
Initial Study Report Meeting Study 16.5 Probable Maximum Flood (PMF) March 30, 2016 Prepared by 3/30/2016 1 Study 16.5 Status ISR documents (ISR Part D Overview): Status: Initial Study Report: Parts A,
Preliminary Runoff Outlook February 2018
Preliminary Runoff Outlook February 2018 Prepared by: Flow Forecasting & Operations Planning Water Security Agency General Overview The Water Security Agency (WSA) is preparing for 2018 spring runoff including
An overview of Hydro Tasmania s dynamic real-time inflow prediction and flood forecasting system
21st International Congress on Modelling and Simulation, Gold Coast, Australia, 29 Nov to 4 Dec 2015 www.mssanz.org.au/modsim2015 An overview of Hydro Tasmania s dynamic real-time inflow prediction and
Study 16.5 Probable Maximum Flood (PMF)
Initial Study Report Meeting Study 16.5 Probable Maximum Flood (PMF) October 22, 2014 Prepared by 10/22/2014 1 Study 16.5 Objectives Develop a site-specific PMP to be used for the derivation of the PMF
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam Public Workshop May 25, 2016 Sacramento Library Galleria 828 I Street, Sacramento, CA US Army Corps of Engineers BUILDING STRONG
FLOOD REPORT FOR MANITOBA. April 11, :00 am
FLOOD REPORT FOR MANITOBA April 11, 2017 9:00 am Overland flooding and tributary flows are subsiding across much of southern Manitoba. Flows on northern rivers are ice covered and are responding to runoff.
NRC Workshop Probabilistic Flood Hazard Assessment (PFHA) Jan 29-31, Mel Schaefer Ph.D. P.E. MGS Engineering Consultants, Inc.
Stochastic Event Flood Model (SEFM) Stochastic Modeling of Extreme Floods A Hydrological Tool for Analysis of Extreme Floods Mel Schaefer Ph.D. P.E. MGS Engineering Consultants, Inc. Olympia, WA NRC Workshop
Inflow Forecasting for Hydro Catchments. Ross Woods and Alistair McKerchar NIWA Christchurch
Inflow Forecasting for Hydro Catchments Ross Woods and Alistair McKerchar NIWA Christchurch Inflows Water flowing into hydro storages Usually measured by monitoring the levels and outflows from hydro storages
Preliminary Viability Assessment (PVA) for Lake Mendocino Forecast Informed Reservoir Operations (FIRO)
Preliminary Viability Assessment (PVA) for Lake Mendocino Forecast Informed Reservoir Operations (FIRO) Rob Hartman Consultant to SCWA and CW3E May 30, 2017 Why Conduct a PVA? Key Questions for the PVA
Proposal to limit Namakan Lake to 1970 Upper Rule Curve for remainder of summer
July 7, 214 Subject: Proposal to limit Namakan Lake to 197 Upper Rule Curve for remainder of summer Background: Flooding in 214 has resulted in the highest water levels on Namakan Lake since 1968, and
Delft-FEWS User Days 2 nd & 3 rd November 2011
Delft-FEWS User Days 2 nd & 3 rd November 2011 Recent developments in EA Midlands Flood Forecasting using FEWS NFFS Ian Clayton Flood Forecasting Technical Specialist Environment Agency Midlands Flood
3.0 TECHNICAL FEASIBILITY
3.0 TECHNICAL FEASIBILITY 3.1 INTRODUCTION To enable seasonal storage and release of water from Lake Wenatchee, an impoundment structure would need to be constructed on the lake outlet channel. The structure
EFFECTIVE DAM OPERATION METHOD BASED ON INFLOW FORECASTING FOR SENANAYAKA SAMUDRA RESERVOIR, SRI LANKA
EFFECTIVE DAM OPERATION METHOD BASED ON INFLOW FORECASTING FOR SENANAYAKA SAMUDRA RESERVOIR, SRI LANKA Muthubanda Appuhamige Sanath Susila GUNASENA (MEE13632) Supervisors: Dr. Mamoru Miyamoto, Dr. Duminda
Modelling snow accumulation and snow melt in a continuous hydrological model for real-time flood forecasting
IOP Conference Series: Earth and Environmental Science Modelling snow accumulation and snow melt in a continuous hydrological model for real-time flood forecasting To cite this article: Ph Stanzel et al
2016 Fall Conditions Report
2016 Fall Conditions Report Prepared by: Hydrologic Forecast Centre Date: December 13, 2016 Table of Contents TABLE OF FIGURES... ii EXECUTIVE SUMMARY... 1 BACKGROUND... 5 SUMMER AND FALL PRECIPITATION...
The relationship between catchment characteristics and the parameters of a conceptual runoff model: a study in the south of Sweden
FRIEND: Flow Regimes from International Experimental and Network Data (Proceedings of the Braunschweie _ Conference, October 1993). IAHS Publ. no. 221, 1994. 475 The relationship between catchment characteristics
4. THE HBV MODEL APPLICATION TO THE KASARI CATCHMENT
Application of HBV model to the Kasari River, 1994 Page 1 of 6 Application of the HBV model to the Kasari river for flow modulation of catchments characterised by specific underlying features by R. Vedom,
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam Public Workshop May 28, 2015 Library Galleria 828 I Street, Sacramento, CA US Army Corps of Engineers BUILDING STRONG WELCOME &
COUPLING A DISTRIBUTED HYDROLOGICAL MODEL TO REGIONAL CLIMATE MODEL OUTPUT: AN EVALUATION OF EXPERIMENTS FOR THE RHINE BASIN IN EUROPE
P.1 COUPLING A DISTRIBUTED HYDROLOGICAL MODEL TO REGIONAL CLIMATE MODEL OUTPUT: AN EVALUATION OF EXPERIMENTS FOR THE RHINE BASIN IN EUROPE Jan Kleinn*, Christoph Frei, Joachim Gurtz, Pier Luigi Vidale,
A Realistic Method of Forecasting Dam Water Inflow for an Efficient Operation of Hydroelectric Power Stations including Pumped Storage
The 17th IERE General meeting and Canada Forum A Realistic Method of Forecasting Dam Water Inflow for an Efficient Operation of Hydroelectric Power Stations including Pumped Storage Koichiro Hata 1 INDEX
Hydrologic Forecast Centre. Manitoba Infrastructure. Winnipeg, Manitoba FEBRUARY FLOOD OUTLOOK REPORT FOR MANITOBA.
Page 1 of 20 Hydrologic Forecast Centre Manitoba Infrastructure Winnipeg, Manitoba FEBRUARY FLOOD OUTLOOK REPORT FOR MANITOBA February 28, 2019 Overview The February Outlook Report prepared by the Hydrologic
Managing Climate Risks on the Colorado River
Managing Climate Risks on the Colorado River Balaji Rajagopalan Department of Civil, Environmental and Architectural Engineering & CIRES University of Colorado, Boulder, CO Symposium on Climate Risk Management
Muskrat Falls Project - CE-13 (Public) Page 1 of 170
Page 1 of 170 Page 2 of 170 Newfoundland and Labrador Hydro - Lower Churchill Project GI1140 - PMF Study Final Report - December 2007 Table of Contents Glossary of Abbreviations List of Tables List of
Drought Criteria. Richard J. Heggen Department of Civil Engineering University of New Mexico, USA Abstract
Drought Criteria Richard J. Heggen Department of Civil Engineering University of New Mexico, USA rheggen@unm.edu Abstract Rainwater catchment is an anticipatory response to drought. Catchment design requires
Satellite data for hydrological forecasting
Satellite data for hydrological forecasting Current use at ECMWF and perspective Shopping list! Our current tools does not allow direct use, but could be modified Christel Prudhomme Christel.prudhomme@ecmwf.int
Available online at ScienceDirect. Procedia Engineering 154 (2016 )
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 154 (2016 ) 557 564 12th International Conference on Hydroinformatics, HIC 2016 Sediment transport characteristic of the Ping
Robert Shedd Northeast River Forecast Center National Weather Service Taunton, Massachusetts, USA
Robert Shedd Northeast River Forecast Center National Weather Service Taunton, Massachusetts, USA Outline River Forecast Centers FEWS Implementation Status Forcing Data Ensemble Forecasting The Northeast
Rong Jiang. Map of River. Table of Basic Data. China 14. Serial No. : China-14
Rong Jiang Map of River Table of Basic Data Name(s): Rong Jiang Location: Guangdong Province, Coastways China Area: 4,408 km 2 Serial No. : China-14 N 23 11' ~ 23 55' E 115 37' ~ 116 38' Length of the
Supplementary Materials for
advances.sciencemag.org/cgi/content/full/3/12/e1701169/dc1 Supplementary Materials for Abrupt shift in the observed runoff from the southwestern Greenland ice sheet Andreas P. Ahlstrøm, Dorthe Petersen,
Birecik Dam & HEPP Downstream River Arrangement R. Naderer, G. Scharler Verbundplan GmbH, 5021 Salzburg, Austria
Birecik Dam & HEPP Downstream River Arrangement R. Naderer, G. Scharler Verbundplan GmbH, 5021 Salzburg, Austria e-mail: scharlerg@verbund.co.at Abstract Birecik Dam & HEPP on the Euphrates river in Turkey
INDIAN INSTITUTE OF SCIENCE STOCHASTIC HYDROLOGY. Course Instructor : Prof. P. P. MUJUMDAR Department of Civil Engg., IISc.
INDIAN INSTITUTE OF SCIENCE STOCHASTIC HYDROLOGY Course Instructor : Prof. P. P. MUJUMDAR Department of Civil Engg., IISc. Course Contents Introduction to Random Variables (RVs) Probability Distributions
INTRODUCTION TO HEC-HMS
INTRODUCTION TO HEC-HMS Hydrologic Engineering Center- Hydrologic Modeling System US Army Corps of Engineers Hydrologic Engineering Center HEC-HMS Uses Schematics Enter properties: watershed, rivers (reaches),
Flood Forecasting Methodology in Alberta
Flood Forecasting Methodology in Alberta Evan Friesenhan, M.Eng., P.Eng Alberta Environment and Sustainable Resource Development March 17, 2014 River Forecast Team Mandate To provide Albertans with information
The known requirements for Arctic climate services
The known requirements for Arctic climate services based on findings described in STT White paper 8/2015 Johanna Ekman / EC PHORS STT Regional drivers The Arctic region is home to almost four million people
Water information system advances American River basin. Roger Bales, Martha Conklin, Steve Glaser, Bob Rice & collaborators UC: SNRI & CITRIS
Water information system advances American River basin Roger Bales, Martha Conklin, Steve Glaser, Bob Rice & collaborators UC: SNRI & CITRIS Opportunities Unprecedented level of information from low-cost
HYDROLOGICAL MODELING OF HIGHLY GLACIERIZED RIVER BASINS. Nina Omani, Raghavan Srinivasan, Patricia Smith, Raghupathy Karthikeyan, Gerald North
HYDROLOGICAL MODELING OF HIGHLY GLACIERIZED RIVER BASINS Nina Omani, Raghavan Srinivasan, Patricia Smith, Raghupathy Karthikeyan, Gerald North Problem statement Glaciers help to keep the earth cool High
Hands On Applications of the Latin American and Caribbean Flood and Drought Monitor (LACFDM)
Hands On Applications of the Latin American and Caribbean Flood and Drought Monitor (LACFDM) Colby Fisher, Eric F Wood, Justin Sheffield, Nate Chaney Princeton University International Training: Application
Ice Phenomena on the Lower Vistula
Geophysica (2011), 47(1 2), 57 67 Ice Phenomena on the Lower Vistula Wojciech Majewski Institute of Meteorology and Water Management, 61 Podleśna str. 01-673 Warsaw, Poland (Received: June 2010; Accepted:
Forecast Methods, Products, and Services for the San Joaquin River Basin. Mission of NWS Hydrologic Services Program
NOAA s s National Weather Service California-Nevada River Forecast Center Forecast Methods, Products, and Services for the San Joaquin River Basin Rob Hartman Hydrologist in Charge Mission of NWS Hydrologic
Lake Tahoe Watershed Model. Lessons Learned through the Model Development Process
Lake Tahoe Watershed Model Lessons Learned through the Model Development Process Presentation Outline Discussion of Project Objectives Model Configuration/Special Considerations Data and Research Integration
2017 January Conditions Report Manitoba Hydrologic Forecasting and Coordination Branch Manitoba Infrastructure
2017 January Conditions Report Manitoba Hydrologic Forecasting and Coordination Branch Manitoba Infrastructure 1/30/2017 Page 1 of 22 Hydrologic Forecast Centre Manitoba Infrastructure and Transportation
IMPACT OF LOW FLOWS ON THE ENERGY SECTOR
IMPACT OF LOW FLOWS ON THE ENERGY SECTOR PUYGRENIER Damien ANTHEAUME Mélanie CHR Symposium Low Flows in the Rhine Catchment September 21 st 2017 OUTLINE GENERAL CONTEXT MANAGEMENT OF LOW FLOWS AT EDF CASE
Estimating Probable Maximum Precipitation for Linau River Basin in Sarawak
Estimating Probable Maximum Precipitation for Linau River Basin in Sarawak M. Hussain, S. Nadya and F.J. Chia Hydropower Development Division, Sarawak Energy Berhad, 93050, Kuching, Sarawak, Malaysia Date
Fenhe (Fen He) Map of River. Table of Basic Data. China 10
Fenhe (Fen He) Map of River Table of Basic Data Name(s): Fenhe (in Huanghe River) Location: Shanxi Province, Northern China Area: 39,471 km 2 Origin: Mt. Guancen (2,147 m) Outlet: Huanghe Serial No. :
Transboundary cooperation in the flood forecasting and warning service within the international Morava river basin
Transboundary cooperation in the flood forecasting and warning service within the international Morava river basin Workshop on transboundary issues Budapest 31.3 1.4.2014 Lucie Březková CHMI, regional
Module 5. Lecture 3: Channel routing methods
Lecture 3: Channel routing methods Hydrologic flow routing 2. Channel Routing In very long channels the entire flood wave also travels a considerable distance resulting in a time redistribution and time
Lake Winnebago Regulation Meeting
Lake Winnebago Regulation Meeting USACE Detroit District October 9, 2014 US Army Corps of Engineers Agenda Basin Overview Major Stakeholders Maintenance a and Repair Work Weather Conditions 2013-20142014
Assessment of Flood Monitoring and Forecasting of the Republic of Bulgaria
Flood Protection Expert Group Assessment of Flood Monitoring and Forecasting of the Republic of Bulgaria E. Artinyan, D. Dimitrov, S. Balabanova National Institute of Meteorology and Hydrology www.meteo.bg
Appendix B - Alabama-Coosa-Tallapoosa (ACT) Basin
Appendix B - Alabama-Coosa-Tallapoosa (ACT) Basin 1 ACT BASIN 1.1 DESCRIPTION OF BASIN The headwater streams of the Alabama-Coosa-Tallapoosa (ACT) System rise in the Blue Ridge Mountains of Georgia and
The Stochastic Event Flood Model Applied to Minidoka Dam on the Snake River, Idaho
The Stochastic Event Flood Model Applied to Minidoka Dam on the Snake River, Idaho K. L. Bullard 1, M. G. Schaeffer 2, B. A. Barker 3, D. Sutley 4, and V. Leverson 5 1 Bureau of Reclamation, Flood Hydrology
Development of Weather Characteristics Analysis System for Dam Construction Area
Development of Weather Characteristics Analysis System for Dam Construction Area Yong-Moon Jung Jae-Chung Park* Bo-Seung Kang Sang-Jin Song Boo-Hyun Kwon Water Resources Business Dept., K-water, Daejeon,
Application of SWAT for the modelling of sediment yield at Pong reservoir, India
Application of SWAT for the modelling of sediment yield at Pong reservoir, India A. R. Senthil kumar Tanmoyee Bhattacharya Suhas D Khobragade Manohar Arora National Institute of Hydrology Roorkee-247667,
RESERVOIR SEDIMENTATION MANAGEMENT WITH BYPASS TUNNELS IN JAPAN. Keywords: Reservoir sedimentation, Sediment bypass, Diversion tunnel, Abrasion damage
Proceedings of the Ninth International Symposium on River Sedimentation October 18 21, 2004, Yichang, China RESERVOIR SEDIMENTATION MANAGEMENT WITH BYPASS TUNNELS IN JAPAN Tetsuya SUMI Graduate School
A distributed runoff model for flood prediction in ungauged basins
Predictions in Ungauged Basins: PUB Kick-off (Proceedings of the PUB Kick-off meeting held in Brasilia, 2 22 November 22). IAHS Publ. 39, 27. 267 A distributed runoff model for flood prediction in ungauged
Optimal Artificial Neural Network Modeling of Sedimentation yield and Runoff in high flow season of Indus River at Besham Qila for Terbela Dam
Optimal Artificial Neural Network Modeling of Sedimentation yield and Runoff in high flow season of Indus River at Besham Qila for Terbela Dam Akif Rahim 1, Amina Akif 2 1 Ph.D Scholar in Center of integrated
Climate also has a large influence on how local ecosystems have evolved and how we interact with them.
The Mississippi River in a Changing Climate By Paul Lehman, P.Eng., General Manager Mississippi Valley Conservation (This article originally appeared in the Mississippi Lakes Association s 212 Mississippi
Drought Monitoring with Hydrological Modelling
st Joint EARS/JRC International Drought Workshop, Ljubljana,.-5. September 009 Drought Monitoring with Hydrological Modelling Stefan Niemeyer IES - Institute for Environment and Sustainability Ispra -
Enabling Climate Information Services for Europe
Enabling Climate Information Services for Europe Report DELIVERABLE 6.5 Report on past and future stream flow estimates coupled to dam flow evaluation and hydropower production potential Activity: Activity
Operational use of ensemble hydrometeorological forecasts at EDF (french producer of energy)
Operational use of ensemble hydrometeorological forecasts at EDF (french producer of energy) M. Le Lay, P. Bernard, J. Gailhard, R. Garçon, T. Mathevet & EDF forecasters matthieu.le-lay@edf.fr SBRH Conference
U.S. ARMY CORPS OF ENGINEERS
CORPS FACTS Regulating Mississippi River Navigation Pools U.S. ARMY CORPS OF ENGINEERS BUILDING STRONG Historical Background Federal improvements in the interest of navigation on the Mississippi River
Meteorological and climatic conditions of dynamics of the Anmangynda icing size
148 Cold and Mountain Region Hydrological Systems Under Climate Change: Towards Improved Projections Proceedings of H2, IAHS-IAPSO-IASPEI Assembly, Gothenburg, Sweden, July 213 (IAHS Publ. 36, 213). Meteorological
AN ASSESSMENT OF THE RELATIONSHIP BETWEEN RAINFALL AND LAKE VICTORIA LEVELS IN UGANDA
AN ASSESSMENT OF THE RELATIONSHIP BETWEEN RAINFALL AND LAKE VICTORIA LEVELS IN UGANDA BY CATHERINE MULINDE BA (Environmental Management), PGD (Meteorology) Teaching Assistant Department of Geography, Meteorology