Hongshuihe (Hongshui He)

Similar documents
Kali Tuntang. Map of River. Table of Basic Data. Indonesia 9. Serial No. : Indonesia-9

The Alternatives of Flood Mitigation in The Downstream Area of Mun River Basin

AZ EGER-PATAK HIDROLÓGIAI VIZSGÁLATA, A FELSZÍNI VÍZKÉSZLETEK VÁRHATÓ VÁLTOZÁSÁBÓL ADÓDÓ MÓDOSULÁSOK AZ ÉGHAJLATVÁLTOZÁS HATÁSÁRA

AT&T Global Network Client for Windows Product Support Matrix January 29, 2015

COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) CHARTERED BANK ADMINISTERED INTEREST RATES - PRIME BUSINESS*

COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) CHARTERED BANK ADMINISTERED INTEREST RATES - PRIME BUSINESS*

Climate, Drought, and Change Michael Anderson State Climatologist. Managing Drought Public Policy Institute of California January 12, 2015

Assessment of Impact of Hydropower Dams Reservoir Outflow on the Downstream River Flood Regime Nigeria s Experience

How To Understand And Understand The Flood Risk Of Hoang Long River In Phuon Vietnam

Ensuring Water Security for the sustainability of the Hani Rice Terraces, China against Climate and Land Use changes

The Climate of Oregon Climate Zone 2 Willamette Valley

Climate Change. Lauma M. Jurkevics - DWR, Southern Region Senior Environmental Scientist

Section 5 CLIMATE TABLES

Climatography of the United States No

Climatography of the United States No

Analysis One Code Desc. Transaction Amount. Fiscal Period

Armenian State Hydrometeorological and Monitoring Service

An innovative approach to Floods and Fire Risk Assessment and Management: the FLIRE Project

Case 2:08-cv ABC-E Document 1-4 Filed 04/15/2008 Page 1 of 138. Exhibit 8

Flash Flood Science. Chapter 2. What Is in This Chapter? Flash Flood Processes

CE394K GIS IN WATER RESOURCES TERM PROJECT REPORT

An Investigation of Potential Hydrologic and Management Impacts on the Bull Run System

CORUH RIVER DEVELOPMENT PLAN

2015 Climate Review for Puerto Rico and the U.S. Virgin Islands. Odalys Martínez-Sánchez

Addressing Declining Elevations in Lake Mead

Burnt River Black River and Gull River Flood Contingency Plan

Climatography of the United States No

Technology Fact Sheet for Mitigation B. Small Hydropower Technology i 1. Introduction 1.1. Historical - All over the World, hydropower sector is

PRECIPITATION AND EVAPORATION

Enhanced Vessel Traffic Management System Booking Slots Available and Vessels Booked per Day From 12-JAN-2016 To 30-JUN-2017

HYDROMETEOROLOGICAL AND MONITORING SERVICE

Toronto s Wet Weather Flow Master Plan

Frequently Asked Questions (FAQs) on Hydropower

JULY 1, 1993 NATIONAL CLIMATIC DATA CENTER RESEARCH CUSTOMER SERVICE GROUP TECHNICAL REPORT WINTER PRECIPITATION IN SOUTHWEST ARIZONA

Water Year 2001 in Northern California: Have the Good Years Ended?

Estimating Potential Reduction Flood Benefits of Restored Wetlands

Town of Warwick, Village of Florida, Village of Greenwood Lake and Village of Warwick MULTI JURISIDICTIONAL, MULTI HAZARD MITIGATION PLAN DRAFT

THE 4 MAJOR RIVERS RESTORATION PROJECT

U.S. Army Corps of Engineers Tulsa District

Hydrological and Material Cycle Simulation in Lake Biwa Basin Coupling Models about Land, Lake Flow, and Lake Ecosystem

Asia-Pacific Environmental Innovation Strategy (APEIS)

< SUBSURFACE DAMS TO AUGMENT GROUNDWATER STORAGE IN BASEMENT TERRAIN FOR HUMAN SUBSISTENCE BRAZILIAN EXPERIENCE >

THE GREAT RUAHA RIVER PROFILE

Locating Point and Non-point Sources of Escherichia coli in the Mechumps Creek Watershed, Hanover County, Virginia

Real-time Global Flood Monitoring and Forecasting using an Enhanced Land Surface Model with Satellite and NWP model based Precipitation

Water Balance Study: A Component of the Watershed Management Plan for the Carneros Creek Watershed, Napa County, California

Basic Climatological Station Metadata Current status. Metadata compiled: 30 JAN Synoptic Network, Reference Climate Stations

Assiniboine River and Lake Manitoba Basins Flood Mitigation Study: Providing Greater Protection For Manitobans From Flood Risks

Red River Basin Flood Damage Reduction Framework

Ashley Institute of Training Schedule of VET Tuition Fees 2015

ESSENTIAL COMPONENTS OF WATER-LEVEL MONITORING PROGRAMS. Selection of Observation Wells

ESTIMATION OF NRCS CURVE NUMBER FROM WATERSHED MORPHOMETRIC PARAMETERS: A CASE STUDY OF YIBA WATERSHED IN SAUDI ARABIA

How To Recover From A Flood In Bundaberg

THE FOUR RIVERS RESTORATION PROJECT AND ITS IMPLICATIONS TO THE CHAO PHRAYA RIVER

Earth Science. River Systems and Landforms GEOGRAPHY The Hydrologic Cycle. Introduction. Running Water. Chapter 14.

Climate Change and Infrastructure Planning Ahead

GROUNDWATER CONDITIONS

Methods for Determination of Safe Yield and Compensation Water from Storage Reservoirs

Hydrologic Engineering Techniques for Regional Water Resources Planning

Hydrologic Modeling using HEC-HMS

CONSTRUCTION GENERAL PERMIT RISK ASSESSMENT R-FACTOR CALCULATION NOTIFICATION

BENIN SUMMARY PROJECT SITE. Methodology

1 in 30 year 1 in 75 year 1 in 100 year 1 in 100 year plus climate change (+30%) 1 in 200 year

Drought in the Czech Republic in 2015 A preliminary summary

Hydropower Projects Portfolio

TEACHING SUSTAINABLE ENERGY SYSTEMS A CASE STUDY

WILLOCHRA BASIN GROUNDWATER STATUS REPORT

Climate Extremes Research: Recent Findings and New Direc8ons

Aneeqa Syed [Hatfield Consultants] Vancouver GIS Users Group Meeting December 8, 2010

List 10 different words to describe the weather in the box, below.

Purpose of the water security outlook

Optimizing Water Resources Allocation System and Improving Water Resources Supply Capacity

Impact of water harvesting dam on the Wadi s morphology using digital elevation model Study case: Wadi Al-kanger, Sudan

Abaya-Chamo Lakes Physical and Water Resources Characteristics, including Scenarios and Impacts

Floods and flood. Elin Langsholt

Influence of land surface topography on flood hydrograph

Catchment Scale Processes and River Restoration. Dr Jenny Mant The River Restoration Centre therrc.co.uk

Facing The Challenges In Houston s Water System: Past, Present, and Future

US Army Corps of Engineers BUILDING STRONG

Development of an Integrated Data Product for Hawaii Climate

Presentation from the 2013 World Water Week in Stockholm

TOPIC: CLOUD CLASSIFICATION

Types of flood risk. What is flash flooding? 3/16/2010. GG22A: GEOSPHERE & HYDROSPHERE Hydrology. Main types of climatically influenced flooding:


Ghana's Economic Performance 2010

Consumer ID Theft Total Costs

Travel Time. Computation of travel time and time of concentration. Factors affecting time of concentration. Surface roughness

DANIELS RUN STREAM RESTORATION, FAIRFAX, VIRGINIA: FLOODPLAIN ANALYSIS REPORT

WATER AND DEVELOPMENT Vol. II - Types Of Environmental Models - R. A. Letcher and A. J. Jakeman

Preliminary advances in Climate Risk Management in China Meteorological Administration

UK Flooding April to July

Applying MIKE SHE to define the influence of rewetting on floods in Flanders

Technical Standards and Guidelines for Planning and Design DRAFT VOLUME FLOOD CONTROL

How To Assess The Vulnerability Of The Neman River To Climate Change

DISTRICT VALUES STATEMENTS, GOALS, ACTION ITEMS, AND ONGOING TASKS FOR 2015 Adopted by the Board of Directors December 10, Values Statements.

FOUR RIVERS RESTORATION PROJECT

CARBON THROUGH THE SEASONS

Nechako Fisheries Compensation Program. Annual Report. Executive Summary of Activities in and Proposed Work Program for

Computing & Telecommunications Services Monthly Report March 2015

OPTIMAL POLYGEN COOLING CONCEPT FOR ST. OLAVS HOSPITAL IN TRONDHEIM, NORWAY

Transcription:

Hongshuihe (Hongshui He) Map of River Table of Basic Data Name(s): Hongshui River Location: Sorth-western China Area: 138,340 km 2 Serial No. : China-11 N 23 04' ~ 26 49' E 102 14' ~ 109 32' Length of the main stream: 1,573 km Origin: Mt. Maxiongshandonglu 4,288 (m) Highest point: Mt. Wumengshan 2,866 (m) Outlet: Qianjiang Lowest point: Sanjiangkou 16 (m) Main geological feature: Carbonate rock, Hard massive metamorphic rock, Clastic rock Main tributaries: Beipanjiang (26,590 km 2 ), Mengjiang (8,607 km 2 ), Huangnihe (8,158 km 2 ), Caoduhe (5,843 km 2 ), Qujiang (4,105 km 2 ), Lujiang (4,342 km 2 ), Qingshuihe (4,067 km 2 ), Diaojiang (3,604 km 2 ) Main lakes: Fuxianhu, Xinyunhu Main reservoirs: Dumu (100 10 6 m 3, 1963), Dalongdong (151 10 6 m 3, 1960), Dahua (960 10 6 m 3, 1960) Mean annual precipitation: 1,182 mm (1954 ~ 1979) (basin average) Mean annual runoff: 2,151 m 3 /s Population: 20,570,000 (1990) Main cities: Duwu Wenxian, Diechang Nanping Land use: Forest (28.5%), Rice paddy (6.6%), Other agriculture (3.8%), Waste (21.6%), Others (39.5%) (1991) 14

1. General Description The Hongshui River is the upper stream of the Xijiang, a main tributary of the Pearl River. It is located in the south of Guizhou, southeast of Yunnan province and west of the Guangxi Autonomous Region. The upper stream of the Hongshuihe is called the Nanpanjiang and originates from Maxiong Mountain. The general direction of the Hongshuihe is from southwest to northeast, then from north to southeast. The river joins the Qingjiang at Sanjiangkou after flowing through Wangmo, Luodian, Tian e, Donalan, and Laibin counties. The catchment area is 138,340 km 2 and the main channel length is 1,573 km. Forests cover 40% of the total area of the basin. The upstream part of the basin belongs to Yunnan- Guizhou Plateau. The annual precipitation varies along the main stream from about 1,100-1,300 mm in Yunnan and Guizhou, to 1,500-1,800 mm in Guangxi. The maximum recorded annual precipitation was 2,300 mm in the Daming mountains in the downstream part of the basin. The precipitation of the basin is concentrated in the period May-October, when 80% of the annual rainfall occurs. The annual evaporation is relatively stable being between 1,100-1,200 mm. The annual discharge at the Shilongkou station is 2,151 m 3 /s. The Hongshuihe is one of China s main sources of hydro-electric power and there are already 3 large cascading reservoirs in the catchment for this purpose. Flooding, which is mainly experienced in the downstream part of the basin, is caused by summer storms. Yunnan, Guizhou and Guangxi are agriculture provinces in China. The population of the catchment was 20,570,000 in 1990. The climate is warm and wet. The landscape includes mountains: 76%, hills: 20% and plains 4%. The main crops are paddy rice, corn, and sugarcane. 2. Geographical Information 2.1 Geological Map 15

2.2 Land Use Map 2.3 Characteristics of the River and the Main Tributaries No. Name of river Length [km] Catchment area [km 2 ] Highest peak [m] Lowest point [m] Cities Population (1990) Land use [%] (1985) 1 2 3 4 5 6 7 8 9 10 11 Nanpanjiang (Main River) Qujiang Lujiang Huangnihe Beibanjiang Hongshuihe (Main River) Mengjiang Mengjiang Caoduhe Diaojiang Qingshuihe 9,14 56,880 198 4,105 136 4,342 278 8,158 444 26,590 659 54,870 241 8,607 241 8,607 235 5,843 237 3,604 189 4,067 2,054.6 290.6 1,852.2 1,145.4 1,516.4 1,039.0 2,049.5 751.3 1,533.8 290.6 290.6 17.8 1,036.8 233.8 1,036.8 233.8 991.6 224.6 371.0 98.4 235.4 59.6 Qujing 830,000 Forest (28.5%), Rice paddy (6.6%), Other agriculture (3.8%), Uncultivated land (21.6%), Others (39.5%) 16

2.4 Longitudinal Profiles 3. Climatological Information 3.1 Annual Isohyetal Map and Observation Stations 17

3.2 List of Meteorological Observation Stations No. 1 Station Zhanyi Elevation [m] 1,860 2 Xiqiao 1,836 3 Gaoguma 1,534 4 Jiangbianjie 966 5 Dadukou 929 6 Zhedong 378 7 Zhexiang 327 8 Tiane 245 9 Donglan 226 10 Duan 151 11 Qianjiang 90 Location N 25 36' E 103 50' N 25 01' E 103 38' N 24 47' E 103 08' N 24 01' E 103 37' N 26 18' E 104 43' N 25 22' E 105 47' N 24 58' E 106 16' N 25 06' E 107 09' N 24 31' E 107 26' N 23 50' E 108 11' N 23 37' E 108 58' Observation period 1956 ~ present Mean annual precipitation 1) [mm] 954.4 Mean annual evaporation 1) [mm] 1,469.2 Observation items 2) P (TB), E 1957 ~ present 954.7 1,569.8 P (TB), E 1956 ~ present 922.9 1,237.4 P (TB), E 1956 ~ present 899.4 1,300.4 P (TB), E 1963 ~ present 1,115.4 1,004.0 P (TB), E 1958 ~ present 1,060.3 1,390.0 P (TB), E 1954 ~ present 1,061.9 1,304.6 P (TB), E 1959 ~ present 1,344.1 1,011.9 P (TB), E 1937 ~ present 1,431.0 1,113.6 P (TB), E 1934 ~ present 1,731.1 1,217.2 P (TB), E 1934 ~ present 1,532.1 1,270.7 P (TB), E Evaporation used with 20 Evaporation vessel 1) Period for the mean is from 1956 to 1979 2) P: Precipitation, E: Evaporation, TB: Tipping bucket with recording chart 3.3 Monthly Climate Data Station: Duan Period for Observation item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual the mean Temperature [ C] 12.2 13.3 17.1 21.5 25.2 27.2 28.2 27.9 26.9 23.3 18.6 14.4 21.3 1952~1985 Precipitation 36.4 43.7 69.5 128.5 254.2 367.5 257.6 295.0 109.0 77.5 48.8 43.6 1,731 1952~1985 [mm] Evaporation 64.2 57.7 66.8 87.2 119.1 122.3 139.3 133.4 143.6 125.2 89.6 68.8 1,217 1952~1985 [mm] Solar radiation 5.52 7.14 9.96 12.5 12.3 12.4 15.5 14.9 12.1 8.82 6.96 5.56 10.3 1982~1985 [MJ/m 2 /day]* Duration of sunshine [hr] * Observed at Guiyang. 69.1 53.6 52.7 69.8 109.5 123.0 167.7 180.1 191.3 151.4 126.7 100.6 1,396 1971~1980 18

3.4 Long-term Variation of Monthly Precipitation 4. Hydrological Information 4.1 Map of Streamflow Observation Stations 19

4.2 List of Hydrological Observation Stations No. 21 23 24 25 28 27 Station Gaoguma Xiaolongtan Jiangbianjie Bajie Zhedong Zhexiang Tiane Duan 29 Qianjiang H2: water level by manual Q: discharge Location N 24 47' E 103 08' N 23 49' E 103 11' N 24 01' E 103 37' N 24 52' E 105 02' N 25 22' E 105 47' N 24 58' E 106 12' N 25 00' E 107 09' N 23 50' E 108 11' N 23 37' E 108 58" Catchment area (A) [km 2 ] 6,301 15,405 25,116 44,242 19,300 82,480 105,830 Observation period 1953 ~ present 1960 ~ present 1954 ~ present 1971 ~ present 1957 ~ present 1953 ~ present 1962 ~ present Observation items (frequency) 119,245 1936 ~ present 128,165 1936 ~ present No. Q 1) [m 3 /s] Qmax 2) [m 3 /s] Qmax 3) [m 3 /s] Qmin 4) [m 3 /s] Q/A [m 3 /s/100km 2 ] Qmax/A [m 3 /s/100km 2 ] Period of statistics 21 62.6 1,270 646 1.18 0.99 20.16 1953 ~ 1984 23 131.7 2,220 1,064 13.6 0.86 14.41 1961 ~ 1984 24 200 3,080 1,335 35.2 0.80 12.26 1954 ~ 1984 25 563 6,720 3,770 99.8 1.27 15.19 1971 ~ 1984 28 372 5,670 3,680 55.8 1.93 29.38 1958 ~ 1984 27 1180 11,300 7,166 194 1.43 13.70 1954 ~ 1984 1630 15,800 10,230 261 1.54 14.93 1960 ~ 1984 2026 18,700 11,860 339 1.70 15.68 1958 ~ 1984 29 2151 17,600 12,160 349 1.69 13.73 1952 ~ 1984 1) Mean annual discharge 2) Maximum discharge 3) Mean maximum discharge 4) Mean minimum discharge 20

4.3 Long-term Variation of Monthly Discharge Series 4.4 Annual Pattern of Discharge Series 21

4.6 Annual Maximum and Minimum Discharges Station: Qianjiang (128,165 km 2 ) Year Maximum 1) Date [m 3 /s] Minimum 2) Month [m 3 /s] 1952 8.27 11,700 2 470 1969 7.03 13,300 4 280 1953 6.13 5,660 1 465 1970 7.16 16,500 3 275 1954 6.30 16,500 4 319 1971 8.21 13,300 3 396 1955 6.21 10,800 4 295 1972 9.26 7,460 3 353 1956 5.31 11,300 4 380 1973 6.16 9,490 3 465 1957 7.04 10,700 3 339 1974 7.02 14,700 3 312 1958 9.21 9,590 5 222 1975 6.07 6,770 4 293 1959 7.06 11,200 2 336 1976 7.12 15,900 4 291 1960 7.24 14,000 5 308 1977 8.06 11,200 3 300 1961 8.12 10,300 2 330 1978 6.29 10,000 4 324 1962 7.03 14,300 4 397 1979 7.02 17,200 3 339 1963 8.09 7,260 5 240 1980 8.14 12,100 3 316 1964 8.13 16,000 4 416 1981 6.07 9,000 3 351 1965 8.16 11,200 3 347 1982 6.19 12,500 3 354 1966 7.06 15,500 3 351 1983 6.24 15,400 2 434 1967 8.09 13,400 4 362 1984 6.03 9,300 3 346 1968 7.16 17,600 2 523 1), 2) Instantaneous observation by recording chart Year Maximum 1) Date [m 3 /s] Minimum 2) Month [m 3 /s] 4.7 Hyetographs and Hydrographs of Major Floods 22

5. Water Resources 5.1 General Description The Hongshui River is the upper stream of the Xijiang, a main tributary of the Pearl River. The Nanpanjiang River is the upper stem of the main river and originates from the Yunnan-Guizhou Tibet Plateau. The precipitation of the basin is concentrated in the period May-October, when 80% of the annual rainfall occurs. Water is abundant in the Hongshuihe basin. The annual average discharges at the Tian e station in upstream part of the basin and Qianjiang station in the downstream part are 1,590 m 3 /s and 2,140 m 3 /s repectvely. Flooding, which is mainly experienced in the downstream part of the basin, is caused by summer storms. It is common to have 2 or 3 floods each year. The maximum recorded flood discharge at the Qianjiang station was 18,300 m 3 /s in July 1968. The Hongshuihe carries the largest sediment load of the rivers in Guangxi. Annual average sediment transportation is 45.6 million tons. There is at present a cascade of 3 large man-made reservoirs on the main stream. The Tianshengqiao, Yantan, and Dahua reservoirs were completed in 1993, 1981 and 1983 with capacities of 88 x 10 6 m 3, 2,430 x 10 6 m 3, and 960 x 10 6 m 3 respectively. The main purpose of these reservoirs is hydroelectric power generation associated with flood control and navigation. The Longtan reservoir, on which construction began July 2001, will have a capacity of 55,490 x 10 6 m 3 and will become the largest reservoir in the Hongshuihe cascade when completed in 2009. There are several large and middle scale reservoirs, such as the Lubuge and Dalongdong, on tributaries rivers. 5.2 Map of Water Resource Systems 23

5.3 List of Major Water Resources Facilities Major Reservoirs Name of river Name of dam Catchment Area [km 2 ] Gross Capacity [10 6 m 3 ] Effective Capacity [10 6 m 3 ] Purposes 1) Year of completion Nanpanjiang River Dumu 196 100.4 98.5 A 1963 Huangni River Lubuge 7,300 120 110 P 1992 Nanpanjiang River Tianshengqiao 50,194 88 26 P 1993 Hongshui River Yantan 106,580 2,430 990 P, N 1981 Hongshui River Dahua 112,200 960 419 P, F 1983 Qingshui River Dalongdong 245 151 150.6 A, P 1960 1) F: Flood control P: Hydro-power N: Navigation 5.4 Major Floods and Droughts Major Flood at Qianjiang (Catchment area 128,165 km 2 ) Date Peak discharge [m 3 /s] 1976.12 15,900 Rainfall [mm] Duration 690.6 7.7 ~ 7.12 Meteorological cause Dead and Missing Major damages (Districts affected) Frontal rain --- Duan, Laibing City 6. Socio-cultural Characteristics The Hongshuihe originates from the famous 10-thousand mountains area and flows via Yunnan Guizhou and Guangxi provinces. Mountains and hills take up 96% of the total area. Miao, Zhuang, Hani, Yao minorities live in these provinces. Each minority dresses differently, with distinct head decorations, and each have different wedding ceremonies etc. The natural scenery is very beautiful, e.g., Tianshengqiao means a natural bridge between two mountains, while words like Maotiaohe, mean a river that a cat can jump though. Rapids, dangerous beaches, and submerged rocks are quite common. The river basin has karst geological characteristics. There are some vanishing rivers, e.g., the Congli, that disappears underground before returning to the surface some 35 km later. The subterranean rivers make a very loud noise like a thunder. 24

7. References, Databooks and Bibliography Geology press (1973): The atlas of geology in China. China atlas press (1978): China Meteorology Atlas. Qingdao Press (1993): Dictionary of China s River Distribution. Guangxi Water Resources Department, Water resources development for Guangxi, 1985 Pearl River Water Commission (1989): Integrated Water Resources Planning for Pearl River Basin. Pearl River Water Commission (1984): The Collection of Flood Control Data in Pearl River Basin. Pearl River Water Commission (1952-1986): The Hydrological Year-book of Pearl River Basin. China Bookstore Press, China Historical Floods, 1992 China Population Investigation, China Statistical Press, 1994 25