水文分析和峰值流量测定

K. EbissaG.
{"title":"水文分析和峰值流量测定","authors":"K. EbissaG.","doi":"10.9790/1684-1403053348","DOIUrl":null,"url":null,"abstract":"Peak discharge Determination is one of the most important studies for Irrigation projects. The proposed of hydrologic design is to estimate maximum, average or minimum flood which the structure is expected to handle .This estimate has to be made quite accurately in order that the project can function properly. To estimate the magnitude of a flood peak the following alternative methods are available academically. In this study Hydrological analysis has been conducted based on 10years maximum daily rainfall data .The frequency analysis has been carried out by different methods and Log Pearson type III method is adopted .The peak discharge computed by United States Soil Conservation Service (USSCS) method is 1278m 3 /sec .Since this method over estimates the design flood, we adopt the peak discharge calculated by slope -area method.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"42 1","pages":"33-48"},"PeriodicalIF":0.0000,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":"{\"title\":\"Hydrological Analysis and Peak Discharge Determination\",\"authors\":\"K. EbissaG.\",\"doi\":\"10.9790/1684-1403053348\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Peak discharge Determination is one of the most important studies for Irrigation projects. The proposed of hydrologic design is to estimate maximum, average or minimum flood which the structure is expected to handle .This estimate has to be made quite accurately in order that the project can function properly. To estimate the magnitude of a flood peak the following alternative methods are available academically. In this study Hydrological analysis has been conducted based on 10years maximum daily rainfall data .The frequency analysis has been carried out by different methods and Log Pearson type III method is adopted .The peak discharge computed by United States Soil Conservation Service (USSCS) method is 1278m 3 /sec .Since this method over estimates the design flood, we adopt the peak discharge calculated by slope -area method.\",\"PeriodicalId\":14565,\"journal\":{\"name\":\"IOSR Journal of Mechanical and Civil Engineering\",\"volume\":\"42 1\",\"pages\":\"33-48\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-05-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"3\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"IOSR Journal of Mechanical and Civil Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.9790/1684-1403053348\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"IOSR Journal of Mechanical and Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.9790/1684-1403053348","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 3

摘要

洪峰流量的确定是水利工程的重要研究内容之一。水文设计的建议是估计该结构预计能承受的最大、平均或最小洪水,这种估计必须相当准确,以使工程能够正常运作。为了估计洪峰的震级,学术上有以下几种方法可供选择。本研究以10年最大日降雨量资料为基础进行水文分析,采用不同方法进行频率分析,采用Log Pearson III型方法,美国水土保持局(USSCS)计算的洪峰流量为1278m3 /s,由于该方法对设计洪水的估计过大,故采用坡面法计算洪峰流量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Hydrological Analysis and Peak Discharge Determination
Peak discharge Determination is one of the most important studies for Irrigation projects. The proposed of hydrologic design is to estimate maximum, average or minimum flood which the structure is expected to handle .This estimate has to be made quite accurately in order that the project can function properly. To estimate the magnitude of a flood peak the following alternative methods are available academically. In this study Hydrological analysis has been conducted based on 10years maximum daily rainfall data .The frequency analysis has been carried out by different methods and Log Pearson type III method is adopted .The peak discharge computed by United States Soil Conservation Service (USSCS) method is 1278m 3 /sec .Since this method over estimates the design flood, we adopt the peak discharge calculated by slope -area method.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信