Estimation of Stage-Storage Curve of Unmeasured Reservoir in South Korea Sung-Hack Lee, Seoul National University, Graduate Student,

Slides:



Advertisements
Similar presentations
Identification of potential areas susceptible to flood inundation in the Lower Guayas River Basin Santiago Lopez Graduate Student Department of Geography.
Advertisements

Spatial Analysis with ArcView: 2-D. –Calculating viewshed –Calculating line of sight –Add x and y coordinates –Deriving slope from surface data –Deriving.
Streamflow and Runoff The character, amount, and timing of discharge from a basin tells a lot about flow paths within the basin Therefore, important to.
CHARACTERISTICS OF RUNOFF
Engineering Hydrology (ECIV 4323)
Kinematic Routing Model and its Parameters Definition.
Standard watershed and stream delineation recipe - Vector stream (ex. NHD data) fusion into DEM raster (burning in) - Sink removal - Flow direction - Flow.
Watershed analysis in Guatemala Including collected and generated data for Guatemala as well as some basic regional statistics calculated for the 40 major.
ENGINEERING SURVEYING & PHOTOGRAMMETRY CVE 314
Assignment 2 -Lake Watersheds and morphometry Elkwater lake is a small lake situated near Cypress Hills Provincial Park. The watershed is mostly forested.
Mapping Earth's Surface Review and Assessment Answers
Assignment 2 -Lake Watersheds and morphometry Elkwater lake is a small lake situated near Cypress Hills Provincial Park. The watershed is mostly forested.
U.S. EPA: NCEA/Global Change Research Program Jim Pizzuto and students University of Delaware Changing Climate and Land Use in the Mid-Atlantic: Modeling.
ESHMC Meeting 6 May 2008 Stacey Taylor. Overview Model river representation in ESPAM 1 What data is available to make changes for the new stress periods.
DETAILED TURBULENCE CALCULATIONS FOR OPEN CHANNEL FLOW
Evaluating river cross section for SPRINT: Guadalupe and San Antonio River Basins Alfredo Hijar Flood Forecasting.
From Topographic Maps to Digital Elevation Models Daniel Sheehan IS&T Academic Computing Anne Graham MIT Libraries.
Hydrology and Water Resources RG744 Institute of Space Technology December 11, 2013.
Fresh Water Systems Parkside Junior High 2010/11 Mrs. Doig-Gray and Mrs. Friesen.
Digital Terrain Models by M. Varshosaz
Civil and Environmental Engineering Applications.
Nam Songkhram model application and field work National consultation with TNMC 20th of April 2006, Bangkok MRCS WUP-FIN.
FNR 402 – Forest Watershed Management
Statistical analysis of pore space geometry Stefano Favretto Supervisor : Prof. Martin Blunt Petroleum Engineering and Rock Mechanics Research Group Department.
Cost Allocation Studies for the MP Region Bureau of Reclamation April 29, 2008 Central Valley Project Cost Allocation Study Update Public Meeting #2: October.
Irrigation Australia/7 th Asian Regional Conference Assessment of Water Supply Capability in Agricultural Reservoirs according to Climate Change Tuesday.
August 20th, CONTENT 1. Introduction 2. Data and Characteristics 3. Flood analysis 1. MOUSE 2. SOBEK 3. ARC-SWAT 4. Conclusions and suggestions.
How to stratify watersheds? For the regional-scale studies we need to identify the upper / middle / lower regions of each watershed. There are many ways.
B. Krishna Mohan and Shamsuddin Ladha
Chapter 3 Section 1- Finding Locations on Earth
HEC-HMS Runoff Computation.
Urban Storm Drain Design: Pump Station Design. Purposes To lift stormwater to higher elevation when discharge of local collection system lies below regional.
Stage-Storage Relationship
Outline of the training. 6 October 2005, TNMC, Bangkok.
Engineering Hydrology (ECIV 4323)
Adjustment of Global Gridded Precipitation for Orographic Effects Jennifer Adam.
DAM BREAK RISK IN COLOMBIA A Geospatial Assessment of Population Vulnerability from Flood Inundation Eugene Derner, GEOG 594a Spring 2014.
Review of SWRCB Water Availability Analysis Emphasis on Dry Creek Water Availability Analysis.
Uncertainty of runoff flow path on a small agricultural watershed Unit of Soil and Water System Departement of Environment Science and Technology Gembloux.
BASINS 2.0 and The Trinity River Basin By Jóna Finndís Jónsdóttir.
Description of WMS Watershed Modeling System. What Model Does Integrates GIS and hydrologic models Uses digital terrain data to define watershed and sub.
David Tarboton Digital Elevation Models, Flood Inundation Mapping and River Hydraulic Properties David Tarboton
ONE-DIMENSIONAL ANALYSIS ON BEDEVOLUTION ACCOMPANING BANK EROSION Satoru Nakanishi Hokkaido University Graduate School Kazuyoshi Hasegawa Hokkaido University.
Statistical Atmospheric Correction of Lake Surface Temperature from Landsat Thermal Images Hyangsun Han and Hoonyol Lee Department of Geophysics, Kangwon.
NID Data Model based on HUC CE394K.3 Term Project by Seungwon Won December 7, 2000.
Chapter 21 Water Supply, Use and Management. Groundwater and Streams Groundwater –Water found below the Earth’s surface, within the zone of saturation,
Hydrology and Water Resources RG744 Institute of Space Technology November 13, 2015.
A method to map flooding-prone areas in Iran using Landsat satellite images and GIS Ali Bozorgi, Iran Water Resources Management Company,
Sanitary Engineering Lecture 4
River Stage and Bottom Elevation
Engineering Hydrology (ECIV 4323)
Cristina Nelson, Term Project, CEE 6440, Fall 2007
Water Budget & Bank Storage
Map-Based Hydrology and Hydraulics
Grapevine Lake Modeling & Watershed Characteristics
Fluvial Geomorphology
What runs but never walks, Has a mouth but never talks, Has a bed but never sleeps, Has a head but never weeps?
Flow Prediction on the Yampa River
Flood Monitoring Tools 2011 OFMA Annual Conference
Flood Frequency Analysis
Spatial Databases: Digital Terrain Model
Engineering Hydrology (ECIV 4323)
Geog 380 Watershed Analysis Digital Terrain Analysis and Geomorphology
Engineering Hydrology (ECIV 4323)
Spatial Databases: Digital Terrain Model
Mapping Earth’s Surface
Chapter Four RUNOFF When a storm occurs, a portion of rainfall infiltrates into the ground and some portion may evaporate. The rest flows as a thin sheet.
HEC-HMS Runoff Computation Modeling Direct Runoff with HEC-HMS Empirical models Empirical models - traditional UH models - traditional UH models - a.
Scour Analysis on the west fork of the Duchesne River
GHOST (Generic Hydrologic Overland-Subsurface Toolkit)
Presentation transcript:

Estimation of Stage-Storage Curve of Unmeasured Reservoir in South Korea Sung-Hack Lee, Seoul National University, Graduate Student, Sang-Hyun Lee, Texas A&M University, Visiting Scholar, Jin-Yong Choi, Seoul National University, Professor, 1. Introduction This study is to analyze characteristics of stage–storage curve based on basic measures and estimate stage-storage curve of unmeasured reservoirs using satellite image and Digital Elevation Model (DEM) in South Korea. This paper use approval area, average slop of watershed, beneficial area, watershed area, effective storage, full water area, reservoir length and reservoir height as basic measures. For this Purpose, We use Geo-Morphological and statistical methods to analyze the relationship between stage- storage curve and basic measures and suggest the way of estimating stage-storage curve in the region with limited measurement 2. Literature Review Yoo et al.(2007) analyzed a total of 18,068 agricultural reservoir in South Korea with their basic measures, and estimate average characteristics. These characteristics have also been compared with those of foreign country. This study showed the measures of dam(channel cross-section) characteristics follow the log-normal distributions and other basin characteristics follow the exponential distribution. Lee et al.(2010) estimated volume evaluation of North Korea reservoir using SPOT-5 Satellite Image. In estimating reservoir volume, this study used Geo-Morphological data(slope, area of reservoir surface) and this study suggested that estimation of reservoir volume have many uncertainty in extracting boundary of reservoir and DEM(Digital Elevation Model). Hankanson et al.(1984) analyzed the relationship between geo-morphological factors then used clustering method for grouping reservoir. Representative reservoirs were selected in each groups and extracted the storage, surface area and maximum depth. Spinter(2013) studied clustering and classifying channel morphology in eastern Oklahoma ecoregions using dissimilarity coefficients. In computing dissimilarity, Euclidian distance are used and clustered the river segments with same characteristics. In above studies, they set the similarity index and applying the clustering method. Some researchers used geo-morphological factor for extracting volume of agricultural reservoir. 3. Materials and Method 2.1 Materials In this study, stage-storage curve of 104 reservoirs of 8 region are used for analyzing - Average effective storage of reservoirs is 4,414,000 m 3 - Average height of bank of reservoirs is 26.3 m - Average height of bank of reservoirs is 786 ha 2.2 Method 1)Classification of Reservoir -Borland and Miller(1960)’s method are used for classification of reservoirs. Originally this method are used in estimating sediment in large reservoir. -Borland and miller classified reservoir in four types : Lake(Type1), Flood plain foothill(type2), Hill(Type3), Gorge(Type4) -Criteria of reservoir classification is slope of Depth versus capacity relationship in log-log graph -This slop represents geo-morphological factors around reservoir -Below graph shows the value of slopes for reservoir classification 4. Results and Discussions 4.1 Results -We classified 104 reservoirs in South Korea by Borland and Miller(1960) Method -Most of reservoirs in this study are artificial resevoirs, So Lake and floodplain foothiil is not appeared -Most of reservoirs placed in Hill and Gorges. Actually many reservoirs constructed in mountainous area in South Korea. -There are need more detail classification between hill and gorge in South Korea -Below results show the four types of results in classification of reservoirs in South Korea 4.2 Discussions -There are geo-morphological differences between South Korea and U.S. - Most of reservoirs are constructed in mountainous area in South Korea. So, Gore and Hill are classified more detail. -In this study, we use 104 case reservoirs for analysis, we need more cases for general use. -When we using satellite image for estimating capacity and available water in reservoir which is not measured or cannot access, we need other factors for reservoir classification -Connecting factors must be geo-morphological factor that can collect from satellite images -This study will helpful to analysing status of water resources in North Korea using satellite images Fig 2. Arial view fo Yul-Hyun reservoir Fig 3. Water level vs area and cumulative storage curve Fig 1. Process of Stage-Storage Curve Estimation from Lee(2010) Satellite Images of Reservoir Virtual Contour TIN Generation and Storage Calculation RegionNo. Average Effective Storage(10 3 m 3 ) Average Height of Bank(m) Average Irrigation Area(ha) KyungKi52, KangWon51, KyungNam102, KyungKuk221, JunNam2015, JunBuk152, ChungNam154, ChungBuk104, Table 1. Specification of reservoirs Fig 4.Classification of reservoirs by depth-capacity relationship Borland and Miller(1960) Fig 5. Floodplain foothill type – Daejung reservoir Fig 6. Hill type – Hungduk reservoir Fig 7. Gorge-Hill type – Sansu reservoir Fig 8. Gorge type – Okgae reservoir