The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed

碩士 === 國立彰化師範大學 === 地理學系 === 100 === Curve number method which was made by Soil Conservation Service of USA has been a worldwide method for flood estimation, but many scholars have thought that it has some serious problems, including classificational form of antecedent moisture condition and no...

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Main Author: 楊証中
Other Authors: 詹仕堅
Format: Others
Language:zh-TW
Published: 2012
Online Access:http://ndltd.ncl.edu.tw/handle/70326949939658660804
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spelling ndltd-TW-100NCUE51360312015-10-13T21:28:02Z http://ndltd.ncl.edu.tw/handle/70326949939658660804 The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed 七家灣溪集水區逕流係數與曲線數目值之推估 楊証中 碩士 國立彰化師範大學 地理學系 100 Curve number method which was made by Soil Conservation Service of USA has been a worldwide method for flood estimation, but many scholars have thought that it has some serious problems, including classificational form of antecedent moisture condition and no consideration of characteristics of precipitation. What is above should be explored further in order to increase the correctness of flood estimation. In the thesis, the scope of this area of research is Chichiawan watershed, I use precipitation stations and a stream gauging station from Water Resources Agency, and choose materials of hourly precipitation and hourly stream gauging, which is from 1992 to 2002. Then these materials are carried out under preliminary analysis. In the events of precipitation and runoff of these years, I select the huger storm of one to three in every year, and the total amounts are twenty-one. Then I calculate the value of curve number with the method of base flow separation. In addition, all possible parameters of characteristics of rainfall which affects are calculated, including precipitation, intensity of rainfall and antecedent moisture condition, and coefficient of runoff is figured with the ratio precipitation to runoff volumes. And then, multiple regression analysis is carried out, that is, to analyze the regression between curve number, coefficient of runoff and characteristics of rainfall. After finishing the analysis, in order to reduce the error of the model to the minimum, I use correct estimations, including R2, RMSE and Scatter Diagram. The result of research shows that the effect of antecedent moisture condition is obvious, but curve number should not be separated three grades, and it is a continuous and variable process. Besides, among the characteristics of rainfall, put precipitation, the intensity of rainfall, and the rainfall of antecedent five days into multiple regression analysis, compared with correct estimations, and finally the effects of corelation is great. 詹仕堅 2012 學位論文 ; thesis 54 zh-TW
collection NDLTD
language zh-TW
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sources NDLTD
description 碩士 === 國立彰化師範大學 === 地理學系 === 100 === Curve number method which was made by Soil Conservation Service of USA has been a worldwide method for flood estimation, but many scholars have thought that it has some serious problems, including classificational form of antecedent moisture condition and no consideration of characteristics of precipitation. What is above should be explored further in order to increase the correctness of flood estimation. In the thesis, the scope of this area of research is Chichiawan watershed, I use precipitation stations and a stream gauging station from Water Resources Agency, and choose materials of hourly precipitation and hourly stream gauging, which is from 1992 to 2002. Then these materials are carried out under preliminary analysis. In the events of precipitation and runoff of these years, I select the huger storm of one to three in every year, and the total amounts are twenty-one. Then I calculate the value of curve number with the method of base flow separation. In addition, all possible parameters of characteristics of rainfall which affects are calculated, including precipitation, intensity of rainfall and antecedent moisture condition, and coefficient of runoff is figured with the ratio precipitation to runoff volumes. And then, multiple regression analysis is carried out, that is, to analyze the regression between curve number, coefficient of runoff and characteristics of rainfall. After finishing the analysis, in order to reduce the error of the model to the minimum, I use correct estimations, including R2, RMSE and Scatter Diagram. The result of research shows that the effect of antecedent moisture condition is obvious, but curve number should not be separated three grades, and it is a continuous and variable process. Besides, among the characteristics of rainfall, put precipitation, the intensity of rainfall, and the rainfall of antecedent five days into multiple regression analysis, compared with correct estimations, and finally the effects of corelation is great.
author2 詹仕堅
author_facet 詹仕堅
楊証中
author 楊証中
spellingShingle 楊証中
The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed
author_sort 楊証中
title The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed
title_short The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed
title_full The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed
title_fullStr The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed
title_full_unstemmed The Estimations of Coefficient of Runoff and Curve Number in Chichiawan Watershed
title_sort estimations of coefficient of runoff and curve number in chichiawan watershed
publishDate 2012
url http://ndltd.ncl.edu.tw/handle/70326949939658660804
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