Integrated Water and Sediment Management of Yellow River
|
|
|
- Robyn McKenzie
- 10 years ago
- Views:
Transcription
1 Keeping Health Life of Yellow River: Integrated Water and Sediment Management of Yellow River Shang Hongqi Yellow River Conservancy Commission 18 March 2009 Istanbul, Turkey
2 Outline: I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River II. Implementation of Yellow River Water and Sediment Regulating III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis
3 I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River Yellow River Characteristics Less water with more sediment, disharmony of sediment and water Annual water inflow: 58 billion m 3 ; Annual sediment transportation: 1.6 billion t; Sediment contents: 35kg/m 3
4 Annual water inflow of YR is 6% of Yangtze, however, Annual sediment transportation of YR is 3.7 times of Yangtze, If the sediment of YR was built in a mound 1 meter high and 1 meter wide, it could circle the equator of the earth 27 times! Yangtze 960 Yellow 58 Yellow 1.6 Yangtze 0.53 Annual water inflow (billion m3) Annual sediment transportation (billion ton) 年 水 量 ( 亿 立 方 米 ) 年 输 沙 量 ( 亿 吨 )
5 Yellow River in History YR is known for its large amount of sediment, suspended river, tendency to silt, to break, to move, and frequent flood disaster; During the past 2540 years before 1938, YR is breached averagely twice every three years and changes its course once every hundred years. called as the Sorrow of Chinese Nation The lower YR bed was silting up 10 cm/a. The embankment of lower YR has been raised up for 4 times since 1950, with a total input of 20 billion RMB.
6 Yellow River in Nowadays Carrying capacity of flood and sediment decreased; Plain runoff reduced from 6000m3/s to1800m3/s; Main channel silted and shrank severely. Large-scale overflow with only small flood; 1.8 million inhabitants suffering from the floods. Secondary silting is serious; High risk of dike breaching. Situation of Yellow River safety is getting severe Flood level with current 7600m 3 /s is 29 cm higher than 22300m 3 /s in 1958 (Huayuankou Station)
7 Height Yellow River Dike The Diagram of Cross-section in Yangxiaozhai of Yellow River lower region Flood Plain River Channel Yellow River Dike Distance of Jumping-off (m)
8 Key Problems of Yellow River Management Restrict the tendency of downstream silting and shrinking, resume the plain runoff,avoid large-scale overflow with small flood,, decrease the risk of disaster in the lower Yellow River. To achieve high efficiency of sediment transportation with limited water resources, improve the carrying capacity of sediment and flood, control the trend of secondary silting, make sure the safe of Yellow River. To accomplish sediment flushing in both reservoir and river channel, extend the operating life of reservoir, extend the running time of lower river course,make sure Yellow River keep good training and safety in a long term.
9 Water and sediment regulating is one of the main approaches to harmonize the water and sediment of the YR. Approaches Increase water Decrease sediment Water and sediment regulating Save water Trans-boundary water division water and soil conservancy Silt tracking by main projects Check dam Joint regulating of reservoir groups + River channel Build a harmony relationship between water and sediment
10 Strategy of Integrated Water and Sediment Management of Yellow River Based on long term theory study model experiment practical experience; Make reasonable scheme for water and sediment regulating; Use reservoir group in main stream and tributary as regulation method; Build a relative harmonious relationship between water and sediment; ent; Rehabilitate and maintain the carrying capacity of sediment and flood in main channel, expand plain runoff, to reduce silting in both water course and reservoir, to mitigate the harsh situation of flood control in lower Yellow River; Explore the trend of water and sediment movement in Yellow River.
11 YR Water and Sediment Regulating Short Term Objectives Long Term Objectives To rehabilitate the carrying capacity of flood and sediment in lower river channel, to increase the plain runoff, to mitigate the situation of large overflow when small flood To explore the technology index system to harmonize water and sediment in YR, and the operation methods of water and sediment regulating with reservoir groups. Control the developing trend of secondary silting, make sure the YR is safe every year. To explore the movement rules of YR water and sediment in river course and reservoirs, to build a technological foundation and accumulate experiences for the water and sediment regulating in the whole River. To explore methods to extend the operating time of lower river course, to achieve YR s long term safety.
12 Outline: I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River II. Implementation of Yellow River Water and Sediment Regulating III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis
13 II. Implementation of Yellow River Water and Sediment Regulating 1. Preparation 1 Since 1960 s to the operation of Xiaolangdi Reservoir in 1999, several generations of people work hard consistently to explore methods to harmonize the relationship between water and sediment of YR. 2 Since 1990 s to 2001, many researches on various index and approaches of YR water and sediment regulating, finally formed the schemes of YR water and sediment regulating.
14 2. Experiments 2002~2004, three experiments of Yellow River water and sediment regulating were conducted. The range of experiment includes the reservoirs in the main stream and tributaries of Middle Yellow River like Xiaolangdi, Sanmenxia, Wanjiazhai, Luhun, Guxian, and also the 2000km river course from Wanjiazhai reservoirs to the River estuary. To ensure the success of the experiments, dozens of schemes and experimental process have been made.
15 On 4-15 July 2002, the first experiment of YR water and sediment regulating was conducted mainly using the storing water of Xiaolangdi Reservoir, combined with the inflow above Sanmenxia Reservoir.
16 First time YR water and sediment regulating am 9:00 4 July Experiment start Discharge: 2740m 3 /s Totally 11 days Water discharged: 2.61 billion m 3 Average Sediment content when release from the reservoir: 12.2 kg/m 3 am 9:00 15 July Return to normal discharge
17 3. Regular Operations Up to the present from 2005, five times operations of Yellow River water and sediment regulating have been undertaken.
18 More than hundreds thousands people has involved in the experiments and operations of YR water and sediment regulating, and acquired over 10 millions sets of scientific data about hydrology and sediment.
19 Outline: I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River II. Implementation of Yellow River Water and Sediment Regulating III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis
20 III. Main Technical Approaches and Innovation 1. First time to successfully implement large-scale, systematic, well-planned experiments of water and sediment regulating; Acquired lots of scientific data and huge outputs; Makes significant benefits for flood control in the lower YR; A magnificent innovation in the world history of river management.
21 2. Put forward the index system of water and sediment regulating, including the critical flow of initial sediment trapping in Xiaolangdi reservoir; Through joint regulating of water and sediment by reservoir groups, realized the artificial density flow, and developed the approaches on reservoir sediment discharge.
22 Index system of water and sediment regulating in lower Yellow River under current condition. Unit: Sediment content:kg/m 3 Runoff:m 3 /s Sediment content in Huayuankou Runoff in Huayuankou Runoff in Aishan Flood Duration S 20 Q 2600 Q 2300 T 9 days S 30 Q 2700 Q 2500 T 12 days S 40 Q 3000 Q 2700 T 8 days Note: Amount of fine sediment with d<0.025mm take account more than 90%
23 3. Three application models of Yellow River water and sediment regulating in the initial stage of Xiaolangdi Reservoir operation has been put forward as: Priority on single reservoir regulating of Xiaolangdi Reservoir, Connection of water and sediment in spatial scale, Joint regulating of reservoir groups in the main stream.
24 4. Made scientific scheme of water and sediment regulating based on river monitoring, modeling and digital stimulating; Achieved effective control on the process of water and sediment through the systematic innovation and integration on hydrology weather forecast, coupling of forecast and regulating, remote monitoring of water regulating, etc.
25 5. Developed vibratory suspending sandiness measuring system, muddy water interface detector; introduced advanced equipments suitable for muddy river measuring, such as laser particle size analyzer, etc. Achieved the fast online monitoring of sediment, which ensured the real time water and sediment regulating. 激 光 粒 度 仪 振 动 测 沙 仪
26 Main technical methods of water and sediment regulating Technology of water and sediment regulating Index of balanced water and sediment relationship Forecast and control of sediment content flowing out of reservoir Artificial sediment disturbing water and sediment connection Flowing capacity forecast of lower main channel Overall flow process control Reservoir silting reduction hydrology monitoring and forecasting Validated and developed through experiments and practical operations Good technological foundation for future operation of YR water and sediment regulating
27 Outline: I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River II. Implementation of Yellow River Water and Sediment Regulating III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis
28 IV. Success and Effectiveness Analysis 高 程 (m) (m) 1. Lower YR main channel has accomplished all line flushing; Capacity of flood and sediment transportation is highly improved; Plain runoff increased from 1800m3/s to 3800m3/s, and Form of river channel has been modified. 雷 口 断 面 调 水 调 沙 试 验 前 后 断 面 对 照 图 年 5 月 实 测 2002 年 年 10 月 实 测 2004 年 10 月 实 测 起 点 距 (m)
29 2 Achievements of YR Water and Sediment Regulating Eight times YR water and sediment regulating ( ): Water entering the downstream: 29.4 Billion m 3 Sediment flushing to the sea: Billion T Sediment reduced from the lower channel: 0.322Billiont Average Scouring of the lower channel elevation: 1.70 m
30 Effectiveness Analysis of Eight Times Water and Sediment Regulating in the Middle and Lower Yellow River Year Pre-flood season 2007 Flood season 2008 Mode Priority on single reservoir regulating of Xiaolangdi Connection of water and sediment in spatial scale Joint regulating of main stream reservoir group Joint regulating of Wanjiazhai, Sanmenxia and Xiaolangdi reservoirs Joint regulating of, Sanmenxia and Xiaolangdi reservoirs Joint regulating of Wanjiazhai, Sanmenxia and Xiaolangdi reservoirs Connection of water and sediment in spatial scale Joint regulating of Wanjiazhai, Sanmenxia and Xiaolangdi reservoirs Regulated runoff (m 3 /s) Regulated sediment content (kg/m 3 ) Sediment flushing to the Sea (million ton) Flushing from river course (million ton) ~ ~ ~ 4000 Note Experiment 1 Experiment 2 Experiment Operation Operation Operation Operation 2600~ Operation Total
31 3. Notable integrated social benefits Flow passing ability of main channel is improved,the plain runoff is increased; The situation of continuous shrinking of main channel is in primarily controlled; The situation of secondary silting is mitigated; Water for YR sediment transportation is regulated; Deepened the common understanding of harmony life of human and river ; The ecological environment in the estuary region has improved.
32 Conclusion Remarks: Through the YR water and sediment regulating: Pressure of flood control in the lower reach is released on certain degree; Social stability of the floodplain is protected; Promoted the development of relevant subjects; Significant impacts on the social, economy and ecological development.
33 Thanks for you attention!
IUCN Guidelines to Avoid Impacts of Water Resources Projects on Dams and Other Water Infrastructure
IUCN Guidelines to Avoid Impacts of Water Resources Projects on Dams and Other Water Infrastructure (December 2013) IUCN does not engage in projects which involve the design, construction or rehabilitation
Flooding Fast Facts. flooding), seismic events (tsunami) or large landslides (sometime also called tsunami).
Flooding Fast Facts What is a flood? Flooding is the unusual presence of water on land to a depth which affects normal activities. Flooding can arise from: Overflowing rivers (river flooding), Heavy rainfall
Prepared By: Tom Parker Geum Environmental Consulting, Inc.
Prepared By: Tom Parker Geum Environmental Consulting, Inc. Topics covered: Definition of riparian and floodplain restoration Floodplain attributes as a basis for developing criteria for restoration designs
Flooding Hazards, Prediction & Human Intervention
Page 1 of 10 EENS 3050 Tulane University Natural Disasters Prof. Stephen A. Nelson Flooding Hazards, Prediction & Human Intervention This page last updated on 19-Oct-2015 Hazards Associated with Flooding
Post-Flood Assessment
Page 1 of 7 Post-Flood Assessment CHAPTER 4 AGENCY COORDINATION Agency coordination is an essential element for the operation of the flood management systems in the Central Valley. Due to the nature of
Floodplain Connectivity in Restoration Design
Floodplain Connectivity in Restoration Design 2015 Symposium on Restoration in a Contaminated Environment: Lessons Learned and Challenges in Moving Forward Part II April 2015 Karin Boyd Applied Geomorphology,
Frequently Asked Questions (FAQs) on Hydropower
Frequently Asked Questions (FAQs) on Hydropower What are the advantages of Hydropower? A renewable source of energy - saves scarce fuel reserves. Non-polluting and hence environment friendly. Long life
Discussion about the practicability of implementing flood risk. management and urban flood insurance in China. Longhua Gao, Xiaoqing Zhou
Discussion about the practicability of implementing flood risk management and urban flood insurance in China Longhua Gao, Xiaoqing Zhou Abstract: This paper explains the flood risk management at first,
Floodplain Mapping. Vision. Events: 1 in 2 year 1 in 10 year 1 in 20 year 1 in 50 year 1 in 100 year Probable Maximum Flood Climate Change Impacts
Events: 1 in 2 year 1 in 10 year 1 in 20 year 1 in 50 year 1 in 100 year Probable Maximum Flood Climate Change Impacts Floodplain Mapping 28 General Approaches to Reducing Flooding Risks Reducing Upstream
Flash Flood Science. Chapter 2. What Is in This Chapter? Flash Flood Processes
Chapter 2 Flash Flood Science A flash flood is generally defined as a rapid onset flood of short duration with a relatively high peak discharge (World Meteorological Organization). The American Meteorological
FLOOD CONTROL FOR SPECIFIC TYPES OF FLOODS. A.F. Mandych Department of Physical Geography and Land Use, Institute of Geography, Moscow, Russia
FLOOD CONTROL FOR SPECIFIC TYPES OF FLOODS A.F. Mandych Department of Physical Geography and Land Use, Institute of Geography, Moscow, Russia Keywords: control, dam, dike (dyke), embankment, flood, flood
Simulating Sedimentation Model in Balarood Dam Reservoir Using CCHE2D Software
Bulletin of Environment, Pharmacology and Life Sciences Bull. Env. Pharmacol. Life Sci., Vol 4 [1] December 2014: 67-72 2014 Academy for Environment and Life Sciences, India Online ISSN 2277-1808 Journal
Flood Mitigation and Management in Bangkok Metropolitan Area
กร งเทพมหานคร Flood Mitigation and Management in Bangkok Metropolitan Area Present By Mr. Kriangkrai Phamornpol Department of Drainage and Sewerage Bangkok Metropolitan Administration 1 Flood Mitigation
Master Plan on Water Resource Management
Master Plan on Water Resource Management Strategic Committee for Water Resource Management Office of the Strategic Committee for Water Resource Management Office of the National Economic and Social Development
Sustainable. Infrastructure and Asset. Management. Kiyoshi KOBAYASHI
Sustainable Infrastructure and Asset Management Kiyoshi KOBAYASHI What is Asset Management? The optimal allocation of the scare budget between the new arrange-ment of infrastructure and rehabilitation/maintenance
The Alternatives of Flood Mitigation in The Downstream Area of Mun River Basin
The Alternatives of Flood Mitigation in The Downstream Area of Mun River Basin Dr.Phattaporn Mekpruksawong 1, Thana Suwattana 2 and Narong Meepayoong 3 1 Senior Civil Engineer, Office of Project Management,
Flood mitigation program for Gatun lake. Programa de mitigación de inundaciones del lago Gatún
Flood mitigation program for Gatun lake Programa de mitigación de inundaciones del lago Gatún Moffatt & Nichol Engineers 10 de febrero de 2005 Contrato No. 126161 Introducción y Recomendaciones 1 INTRODUCTION
National Disaster Management Institute
National Disaster Management Institute CONTENTS one Cause of Urban Flood Disaster two Urban Flood Damage Case three Disaster Prevention Measures for Future Urban Flood four NDMI s Measures & Strategy for
Extreme Flood Events & their Prevention in Jordan
The Hashemite Kingdom of Jordan Ministry of Water & Irrigation Extreme Flood Events & their Prevention in Jordan Eng. Abeer Nassar Eng. Mohammed Bany-Mustafa 2nd Regional Workshop on Dams in the Mediterranean:
Property Care White Papers. Site Drainage: Monitor and Maintain
Monitor and Maintain Site Drainage Good site drainage is an important part of keeping water issues from affecting the building. The upkeep of existing systems should be an important part of any maintenance
1 Introduction. 1.1 Key objective. 1.2 Why the South Esk
1 Introduction 1.1 Key objective The aim of this study is to identify and assess possible options for improving the quality of the river channel and habitats in the River South Esk catchment whilst helping
Methods for Determination of Safe Yield and Compensation Water from Storage Reservoirs
US Army Corps of Engineers Hydrologic Engineering Center Methods for Determination of Safe Yield and Compensation Water from Storage Reservoirs October 1966 Approved for Public Release. Distribution Unlimited.
Hydrologic Engineering Techniques for Regional Water Resources Planning
US Army Corps of Engineers Hydrologic Engineering Center Hydrologic Engineering Techniques for Regional Water Resources Planning October 1969 Approved for Public Release. Distribution Unlimited. TP-17
Assessment of hydropower resources
Assessment of hydropower resources Oliver Froend Assessment of hydropower resources Relevance of surveys, data assessment and analyses to the success of the project. Required data and field survey. Key
Estimating Potential Reduction Flood Benefits of Restored Wetlands
Estimating Potential Reduction Flood Benefits of Restored Wetlands Kenneth W. Potter University of Wisconsin Introduction Throughout the summer of 1993 a recurring question was the impact of wetland drainage
INDONESIA - LAW ON WATER RESOURCES,
Environment and Development Journal Law LEAD INDONESIA - LAW ON WATER RESOURCES, 2004 VOLUME 2/1 LEAD Journal (Law, Environment and Development Journal) is a peer-reviewed academic publication based in
Catchment Scale Processes and River Restoration. Dr Jenny Mant [email protected]. The River Restoration Centre therrc.co.uk
Catchment Scale Processes and River Restoration Dr Jenny Mant [email protected] The River Restoration Centre therrc.co.uk 3 Main Catchment Elements Hydrology Energy associated with the flow of water affects
7.0 Stream Restoration
7.0 Stream Restoration 7.1 Issue Statements One of the primary concerns of residents in the Bassett Creek watershed is the maintenance of the natural beauty of the creek in residential and recreational
Overview and highlights
This country profile was compiled by the OECD Secretariat and reflects information available as of March 2015. Further information and analysis can be found in the publication: OECD (2015) Water Resources
The AIR Inland Flood Model for the United States In Spring 2011, heavy rainfall and snowmelt produced massive flooding along the Mississippi River,
The AIR Inland Flood Model for the United States In Spring 2011, heavy rainfall and snowmelt produced massive flooding along the Mississippi River, inundating huge swaths of land across seven states. As
SIMULATION OF SEDIMENT TRANSPORT AND CHANNEL MORPHOLOGY CHANGE IN LARGE RIVER SYSTEMS. Stephen H. Scott 1 and Yafei Jia 2
US-CHINA WORKSHOP ON ADVANCED COMPUTATIONAL MODELLING IN HYDROSCIENCE & ENGINEERING September 19-21, Oxford, Mississippi, USA SIMULATION OF SEDIMENT TRANSPORT AND CHANNEL MORPHOLOGY CHANGE IN LARGE RIVER
International Data Centre for Hydrology of Lakes and Reservoirs (HYDROLARE)
Sengupta, M. and Dalwani, R. (Editors). 2008 Proceedings of Taal 2007: The 12th World Lake Conference: 2258-2262 International Data Centre for Hydrology of Lakes and Reservoirs (HYDROLARE) T.P. Gronskaya,
How To Build A River Restoration Project In North Korea
Changnyeong Haman Weir Project for Nakdong-River Restoration 1. PROJECT A. Description Changnyeong Haman Weir Project for Nakdong-River Restoration stretched from Oisanri, Bukmyeon of Changwon City to
Dr. Lidija Globevnik Luka Snoj, Neven Verdnik, Peter Muck. Meta Povž
The concept of ecological restoration of a sub-alpine river and its tributaries in Slovenia Suggestions for regulation of riverbed and reconstruction of hydrotechnical facilities Dr. Lidija Globevnik Luka
Final Report. Dixie Creek Restoration Project. Funded by Plumas Watershed Forum
Final Report Dixie Creek Restoration Project Funded by Plumas Watershed Forum Plumas Corporation January 2009 1 Background FR-CRM staff presented this project to the Dixie Valley Landowners Association
Numerical Modeling and Simulation of Extreme Flood Inundation to Assess Vulnerability of Transportation Infrastructure Assets
Numerical Modeling and Simulation of Extreme Flood Inundation to Assess Vulnerability of Transportation Infrastructure Assets 2015 University Transportation Center (UTC) Conference for the Southeastern
Disaster Prevention Measures in Global-Local Context 4 th World Water Forum Dr. Yoshihiko Yamashita CTI Engineering Co., Ltd Association of Japanese Consulting Engineers Outline of Presentation Up-to to-date
Environmental Data Management Programs
Hydrologic Engineering Centre (HEC) Software CD Collection of programs, developed by the U.S. Army Corps of Engineers Environmental Data Management Programs Name: HEC-DSS Package Purpose: Data Storage
Prattsville Berm Removal Project. 1.0 Project Location
Prattsville Berm Removal Project 1.0 Project Location The project site is located between the New York State Route 23 Bridge over the Schoharie Creek and the Schoharie Reservoir. The restoration plan encompassed
Small Dam Hazard Assessment Inventory
Small Dam Hazard Assessment Inventory What would happen if your dam were to fail? This is a question that most dam owners hope they will never have to answer. However it is a question you, as a responsible
FLOODPLAIN DELINEATION IN MUGLA-DALAMAN PLAIN USING GIS BASED RIVER ANALYSIS SYSTEM
FLOODPLAIN DELINEATION IN MUGLA-DALAMAN PLAIN USING GIS BASED RIVER ANALYSIS SYSTEM Dr. Murat Ali HATİPOĞLU Fatih KESKİN Kemal SEYREK State Hydraulics Works (DSI), Investigation and Planning Department
Impact of water harvesting dam on the Wadi s morphology using digital elevation model Study case: Wadi Al-kanger, Sudan
Impact of water harvesting dam on the Wadi s morphology using digital elevation model Study case: Wadi Al-kanger, Sudan H. S. M. Hilmi 1, M.Y. Mohamed 2, E. S. Ganawa 3 1 Faculty of agriculture, Alzaiem
THE FOUR RIVERS RESTORATION PROJECT AND ITS IMPLICATIONS TO THE CHAO PHRAYA RIVER
KOREA S EXEMPLARY CASE OF FLOOD PREVENTION THE FOUR RIVERS RESTORATION PROJECT AND ITS IMPLICATIONS TO THE CHAO PHRAYA RIVER Office of National River Restoration, Korea MLTM Republic of Korea CONTENTS
Flood Mitigation Efforts in the Red River Basin. Slobodan P. Simonovic University of Manitoba University of Western Ontario
Flood Mitigation Efforts in the Red River Basin Slobodan P. Simonovic University of Manitoba University of Western Ontario Presentation outline Introduction Red River basin experience legislation structural
Water is beautiful. Until it isn t.
Water is beautiful. Until it isn t. Protection from overland water damage an industry first from Aviva* Welcome to Aviva Water Protection We re proud to be the first insurer to offer overland water protection
STORMWATER MANAGEMENT CHECKLIST
STORMWATER MANAGEMENT CHECKLIST *This checklist must be completed and part of the Land Disturbing Permit submittal for review if the acreage disturbed is one (1) acre or more: I. SUPPORTING DATA Narrative
Stream Rehabilitation Concepts, Guidelines and Examples. Objectives. Pierre Y. Julien. Three Laws of Stream Restoration
Stream Rehabilitation Concepts, Guidelines and Examples Pierre Y. Julien Wuhan 2005 Objectives Part I - Stream restoration and rehabilitation: 1. Present and discuss important concepts, laws, criteria
River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a
River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a At a glance River restoration benefits: Improved planform, channel cross-section, flow variation and sediment process. Improved
AZ EGER-PATAK HIDROLÓGIAI VIZSGÁLATA, A FELSZÍNI VÍZKÉSZLETEK VÁRHATÓ VÁLTOZÁSÁBÓL ADÓDÓ MÓDOSULÁSOK AZ ÉGHAJLATVÁLTOZÁS HATÁSÁRA
AZ EGER-PATAK HIDROLÓGIAI VIZSGÁLATA, A FELSZÍNI VÍZKÉSZLETEK VÁRHATÓ VÁLTOZÁSÁBÓL ADÓDÓ MÓDOSULÁSOK AZ ÉGHAJLATVÁLTOZÁS HATÁSÁRA GÁBOR KEVE 1, GÉZA HAJNAL 2, KATALIN BENE 3, PÉTER TORMA 4 EXTRAPOLATING
The Hydrologic Cycle. precipitation evaporation condensation transpiration infiltration surface runoff transport groundwater water table.
The Hydrologic Cycle Page 1 of 1 Name Directions: The hydrologic cycle consists of the processes that change and move water through the earth s system. Use the terms below to label the hydrologic cycle.
How To Understand And Understand The Flood Risk Of Hoang Long River In Phuon Vietnam
FLOOD HAZARD AND RISK ASSESSMENT OF HOANG LONG RIVER BASIN, VIETNAM VU Thanh Tu 1, Tawatchai TINGSANCHALI 2 1 Water Resources University, Assistant Professor, 175 Tay Son Street, Dong Da District, Hanoi,
Water management planning for Naurzum National Nature Reserve, Kazakhstan. Abstract. By Y. A. Bragin
SIBERIAN CRANE WETLAND PROJECT TECHNICAL BRIEF SIBERIAN CRANE WETLAND PRO ECT Water management planning for Naurzum National Nature Reserve, Kazakhstan By Y. A. Bragin Abstract The closed hydrological
GLOSSARY OF TERMS CHAPTER 11 WORD DEFINITION SOURCE. Leopold
CHAPTER 11 GLOSSARY OF TERMS Active Channel The channel that contains the discharge Leopold where channel maintenance is most effective, sediment are actively transported and deposited, and that are capable
Assessment of Impact of Hydropower Dams Reservoir Outflow on the Downstream River Flood Regime Nigeria s Experience
Assessment of Impact of Hydropower Dams Reservoir Outflow on the Downstream River Flood Regime Nigeria s Experience David O. Olukanni 1 and Adebayo W. Salami 2 1 Department of Civil Engineering, Covenant
Safety of Small/Rural Dams and Barrier Lake Management
Safety of Small/Rural Dams and Barrier Lake Management A. Introduction 1. Lessons learnt and recommendations are provided for artificial dams and barrier lakes. In the case of artificial dams, emphasis
Sewerage Management System for Reduction of River Pollution
Sewerage Management System for Reduction of River Pollution Peter Hartwig Germany Content page: 1 Introduction 1 2 Total emissions 3 3 Discharge from the wastewater treatment plants 4 4 Discharge from
FOUR RIVERS RESTORATION PROJECT
MLTM Republic of Korea Making Every Drop Count International Workshop on Integrated Urban Water Management WATER & GREEN GROWTH FOUR RIVERS RESTORATION PROJECT Office of National River Restoration, Korea
XAYABURI HYDRO POWER PLANT, LAO PDR
XAYABURI HYDRO POWER PLANT, LAO PDR BACKGROUND MATERIAL ON PÖYRY S ASSIGNMENT CONTENT About Pöyry Pöyry s hydropower competences, p. 4-6 Xayaburi hydropower plant project, p. 7-14 Pöyry s role in the project,
BEST PRACTICE GUIDELINES FOR FLOOD RISK ASSESSMENT IN THE LOWER MEKONG RIVER BASIN
Paper 3-4-3 BEST PRACTICE GUIDELINES FOR FLOOD RISK ASSESSMENT IN THE LOWER MEKONG RIVER BASIN GERT SLUIMER 1, HENK OGINK 2, FERDINAND DIERMANSE 2, FRANK KEUKELAAR 1, BAS JONKMAN 1, TRAN KIM THANH 3 AND
Challenges. Estimated Damages from 100-Year Flood
Suffield Suffield is a rural community located along the Massachusetts border. It encompasses about 42.2 square miles and has a population of about 15,735. Suffield s terrain rises from an elevation of
Evaluation of Open Channel Flow Equations. Introduction :
Evaluation of Open Channel Flow Equations Introduction : Most common hydraulic equations for open channels relate the section averaged mean velocity (V) to hydraulic radius (R) and hydraulic gradient (S).
ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND
ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND The Rose Creek Watershed (RCW) consists of three planning
DESIGN OF STORM WATER DETENTION POND
Yunnan Chuxiong Urban Environment Improvement Project (RRP PRC 45507) DESIGN OF STORM WATER DETENTION POND A. Background 1. Chuxiong Yi Autonomous Prefecture (Chuxiong prefecture) is located at about 160
The Hydrologic Engineering Center Training Course on
The Hydrologic Engineering Center Training Course on SEDIMENT TRANSPORT ANALYSIS WITH HEC-RAS Davis, California Course Objectives This course is intended to prepare engineers to perform studies using various
Topic 8: Open Channel Flow
3.1 Course Number: CE 365K Course Title: Hydraulic Engineering Design Course Instructor: R.J. Charbeneau Subject: Open Channel Hydraulics Topics Covered: 8. Open Channel Flow and Manning Equation 9. Energy,
Flood Risk Management
Flood Risk Management Value of Flood Risk Management Every year floods sweep through communities across the United States taking lives, destroying property, shutting down businesses, harming the environment
Flood Risk Management
Flood Risk Management Value of Flood Risk Management Value to Individuals and Communities Every year floods sweep through communities across the United States taking lives, destroying property, shutting
BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT
Harmony Creek subwatershed Harmony Creek subwatershed BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT April 2011 TABLE OF CONTENTS 1.0 INTRODUCTION...
RESTORING streams to reduce flood loss
RESTORING streams to reduce flood loss Flood Loss Reduction the Natural Way Flood disasters have become a regular Floods can devastate local occurrence. One in your community may have communities. threatened
Landslides & Mudflows
1 2 - What is a Landslide? - Geologic hazard Common to almost all 50 states Annual global Billions in losses Thousands of deaths and injuries 3 1 - What is a Landslide? - Gravity is driving force Some
Earth Science. River Systems and Landforms GEOGRAPHY 1710. The Hydrologic Cycle. Introduction. Running Water. Chapter 14.
Earth Science GEOGRAPHY 1710 River Systems and Landforms DAVID R. SALLEE Robert W. Christopherson Charlie Thomsen Chapter 14 Introduction Rivers and streams are dynamic systems that continually adjust
Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
Image source: www.rivers.gov. Visual Data Analytics, LLC
AWRA Spring Specialty AWRA Conference Spring Specialty on GIS Conference and Water on Resources GIS and Water VIII Resources May 13, 2014 Using a Temporal Information System for Visualization and Analysis
4. Environmental Impacts Assessment and Remediation Targets
4. Environmental Impacts Assessment and Remediation Targets 4.1 Environmental Impacts Significant additional development in the Alder Creek watershed is not anticipated at this time; however, there are
CORUH RIVER DEVELOPMENT PLAN
CORUH RIVER DEVELOPMENT PLAN International Workshop on Transboundary Water Resources Management Tbilisi, Georgia 8-10 December 2009 Ubeyd Sezer Geological Engineer U. Sezer GENERAL DIRECTORATE OF STATE
Columbia River Project Water Use Plan. Monitoring Program Terms of Reference
Columbia River Project Water Use Plan Revelstoke Flow Management Plan Monitoring Program Terms of Reference CLBMON-15a Middle Columbia River Physical Habitat Monitoring Revision January 29, 2015 Monitoring
Burnt River Black River and Gull River Flood Contingency Plan
Burnt River Black River and Gull River Flood Contingency Plan Objective: The objective of this plan is to preplan and prepare for flooding events in the Burnt River, Black River and Gull River area of
Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can
Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can do his or her share to protect Ohio's water resources
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA April 17, 2013 Goal To develop a basic understanding of PA Department of Environmental Protection (DEP) and US Army Corps of Engineers
Rhode Island NRCS received approximately $2.4 million in ARRA funds to implement four floodplain easement projects.
American Recovery and Reinvestment Act (ARRA) Emergency Watershed Protection Program Floodplain Easements Rhode Island Natural Resources Conservation Service Rhode Island NRCS received approximately $2.4
Standard Operating Procedures for Flood Preparation and Response
Standard Operating Procedures for Flood Preparation and Response General Discussion Hurricanes, tropical storms and intense thunderstorms support a conclusion that more severe flooding conditions than
COMPREHENSIVE DEVELOPMENT OF THE BRANTAS RIVER BASIN THE REPUBLIC OF INDONESIA
COMPREHENSIVE DEVELOPMENT OF THE BRANTAS RIVER BASIN THE REPUBLIC OF INDONESIA By Achmad RUSFANDI Usman, Ir, M.Eng Former President Director of Jasa Tirta I Public Corporation Lecturer on Faculty of Engineering,
Outlet stabilization structure
Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural
CHAPTER 9 CHANNELS APPENDIX A. Hydraulic Design Equations for Open Channel Flow
CHAPTER 9 CHANNELS APPENDIX A Hydraulic Design Equations for Open Channel Flow SEPTEMBER 2009 CHAPTER 9 APPENDIX A Hydraulic Design Equations for Open Channel Flow Introduction The Equations presented
The key points of the 2013 Annual Compliance Report are described fully in the following sections of this report:
Introduction Snowy Hydro Limited (Snowy Hydro) relies on precipitation falling over the catchments of the Snowy Mountains to supply water for the production of hydro-electricity. Cloud seeding over this
A CASE-STUDY OF CUA_DAT CFRD IN VIETNAM
A CASE-STUDY OF CUA_DAT CFRD IN VIETNAM Giang Pham Hong, Michel Hotakhanh, Nga Pham Hong, Hoai Nam Nguyen, Abstract:Dams have been taken an important role in time and surface redistribution of water for
US Army Corps of Engineers BUILDING STRONG
Fort Worth District Public Meeting 20 August 2013 US Army Corps of Engineers Lewisville Dam - Authorization Authorized by the River and Harbor Act, approved 2 March 1945 (Public Law 14, 79th Congress,
Appendix H Dredging and Stream Channel Restoration
Appendix H Dredging and Stream Channel Restoration Mankind s intrusion into the natural environment in West Virginia began in earnest following the Civil War when extractive industries and settlement all
CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE
1008 STORM DRAINAGE (3/24/05) 1008.01 PURPOSE To minimize the amount of stormwater runoff resulting from development utilizing nonstructural controls where possible, maintain and improve water quality,
WEPP MODEL APPLICATIONS FOR EVALUATIONS OF BEST MANAGEMENT PRACTICES
WEPP MODEL APPLICATIONS FOR EVALUATIONS OF BEST MANAGEMENT PRACTICES D.C. FLANAGAN 1, W.J. ELLIOT 2, J.R. FRANKENBERGER 3, C. HUANG 4 1 USDA-Agricultural Research Service, National Soil Erosion Research
