广东水利电力职业技术学院学报
廣東水利電力職業技術學院學報
엄동수리전력직업기술학원학보
JOURNAL OF GUANGDONG TECHNICAL COLLEGE OF WATER RESOURCES AND ELECTRIC ENGINEERING
2014年
3期
1-4
,共4页
飞来峡水库%库容有效系数%最高洪水位
飛來峽水庫%庫容有效繫數%最高洪水位
비래협수고%고용유효계수%최고홍수위
Feilaixia Reservoir%effective coefficient of capacity%highest flood water level
飞来峡水库是河道型水库，为研究动库容对防洪调度的影响，以洪峰流量10000m3/s以上的8场洪水为基础，利用水量平衡方法计算每米水位间的动库容差，从而得到库容有效系数，建立库容有效系数与坝前水位之间的函数关系式。根据函数关系式，对典型年洪水进行分析，计算不同年型不同频率洪水的最高坝前水位。结果显示，库容有效系数随着库水位的上升而增大，典型年洪水动库容调洪演算的坝前水位均高于静库容调洪演算的水位，差值在1.66~2.20m之间，平均高出1.90m。
飛來峽水庫是河道型水庫，為研究動庫容對防洪調度的影響，以洪峰流量10000m3/s以上的8場洪水為基礎，利用水量平衡方法計算每米水位間的動庫容差，從而得到庫容有效繫數，建立庫容有效繫數與壩前水位之間的函數關繫式。根據函數關繫式，對典型年洪水進行分析，計算不同年型不同頻率洪水的最高壩前水位。結果顯示，庫容有效繫數隨著庫水位的上升而增大，典型年洪水動庫容調洪縯算的壩前水位均高于靜庫容調洪縯算的水位，差值在1.66~2.20m之間，平均高齣1.90m。
비래협수고시하도형수고，위연구동고용대방홍조도적영향，이홍봉류량10000m3/s이상적8장홍수위기출，이용수량평형방법계산매미수위간적동고용차，종이득도고용유효계수，건립고용유효계수여패전수위지간적함수관계식。근거함수관계식，대전형년홍수진행분석，계산불동년형불동빈솔홍수적최고패전수위。결과현시，고용유효계수수착고수위적상승이증대，전형년홍수동고용조홍연산적패전수위균고우정고용조홍연산적수위，차치재1.66~2.20m지간，평균고출1.90m。
Feilaixia Reservoir is a typical channel reservoir. In order to research the effect of dynamic capacity on the flood control operation, this paper uses water balance equation to calculate the differential value between each water level based on 8 floods that peak discharge over 10000m3/s. Then a functional relation formula between effective coefficient of capacity and water level is established. Based on this, the author analyzes the highest flood water level of different frequency flood appearing in different typical years. The results show that the effective coefficient of capacity increases when the water level rises;the highest flood water level calculated by the method of dynamic capacity is higher than that of static storage capacity, with the difference of water level in between 1.66 to 2.20m, 1.90m above the average water level.
