广东水利水电
廣東水利水電
엄동수이수전
GUANGDONG WATER RESOURCES AND HYDROPOWER
2015年
3期
14-16
,共3页
水电站%环保%最小生态流量
水電站%環保%最小生態流量
수전참%배보%최소생태류량
hydropower station%environmental protection%minimum ecological flow
该文以观音岩水电站为例，根据河道断面曲线和水位～流量关系计算出各水力参数计算，然后用湿周法， Tennant法和R2－CROSS法对观音岩水电最小生态流量进行了分析计算。研究表明对于大型河流用Tennant 法和R2－CROSS法计算的最小生态流量较接近且相对合理。
該文以觀音巖水電站為例，根據河道斷麵麯線和水位～流量關繫計算齣各水力參數計算，然後用濕週法， Tennant法和R2－CROSS法對觀音巖水電最小生態流量進行瞭分析計算。研究錶明對于大型河流用Tennant 法和R2－CROSS法計算的最小生態流量較接近且相對閤理。
해문이관음암수전참위례，근거하도단면곡선화수위～류량관계계산출각수력삼수계산，연후용습주법， Tennant법화R2－CROSS법대관음암수전최소생태류량진행료분석계산。연구표명대우대형하류용Tennant 법화R2－CROSS법계산적최소생태류량교접근차상대합리。
In order to maintain the stability of river basin ecosystem , to ensure the security of river ecological water requirement , it is very important to select the appropriate ecological water requirement .Taking Guanyinyan Hydropower Station for an example , according to the relationship between river cross section curves and elevation and flow , hydraulic parameter has been calculated , and then the wetted perimeter method , Tennant method and R2-CROSS method have been used to calculate the minimum ecological flow of Guanyinyan hydropower .Through research , it is shown that for large river the minimum ecological flow which calculated by Tennant method and R2-CROSS method are close and relatively reasonable .
