Biya Motto Frederic, T. Roger, N. Benoît, Asonganyi Defang Nkafu Austin
{"title":"喀麦隆洛美邦加尔大坝溢洪道的水力运行","authors":"Biya Motto Frederic, T. Roger, N. Benoît, Asonganyi Defang Nkafu Austin","doi":"10.9790/4861-0903031320","DOIUrl":null,"url":null,"abstract":"This paper lists the restitution capacity of the spillway at different times and then shows by calculation that it is functioning properly. The Numerical modelling of the spillway was carried out using the HEC-RAS software of the US Army Corps of Engineers (USACE) and is limited to a single passage of 8.75m wide. The aim of the calculation is to obtain the flow conditions at the entrance of the restitution bucket where the water flow is at supercritical depth.","PeriodicalId":14502,"journal":{"name":"IOSR Journal of Applied Physics","volume":"1 1","pages":"13-20"},"PeriodicalIF":0.0000,"publicationDate":"2017-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Hydraulic Operation of the Spillway for the Lom Pangar Dam in Cameroon\",\"authors\":\"Biya Motto Frederic, T. Roger, N. Benoît, Asonganyi Defang Nkafu Austin\",\"doi\":\"10.9790/4861-0903031320\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This paper lists the restitution capacity of the spillway at different times and then shows by calculation that it is functioning properly. The Numerical modelling of the spillway was carried out using the HEC-RAS software of the US Army Corps of Engineers (USACE) and is limited to a single passage of 8.75m wide. The aim of the calculation is to obtain the flow conditions at the entrance of the restitution bucket where the water flow is at supercritical depth.\",\"PeriodicalId\":14502,\"journal\":{\"name\":\"IOSR Journal of Applied Physics\",\"volume\":\"1 1\",\"pages\":\"13-20\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"IOSR Journal of Applied Physics\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.9790/4861-0903031320\",\"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 Applied Physics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.9790/4861-0903031320","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Hydraulic Operation of the Spillway for the Lom Pangar Dam in Cameroon
This paper lists the restitution capacity of the spillway at different times and then shows by calculation that it is functioning properly. The Numerical modelling of the spillway was carried out using the HEC-RAS software of the US Army Corps of Engineers (USACE) and is limited to a single passage of 8.75m wide. The aim of the calculation is to obtain the flow conditions at the entrance of the restitution bucket where the water flow is at supercritical depth.