水利水电科技进展
水利水電科技進展
수이수전과기진전
ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES
2014年
2期
68-70,75
,共4页
水质因子%降解系数%断面特征浓度值%原型观测%九龙滩电站
水質因子%降解繫數%斷麵特徵濃度值%原型觀測%九龍灘電站
수질인자%강해계수%단면특정농도치%원형관측%구룡탄전참
water quality factor%degradation coefficient%cross-sectional characteristic concentration value%prototype observation%Jiulongtan Hydropower Station
为了确定水体的降解能力,进行九龙滩电站库区枯水期水质原型观测,结合水质采样和室内试验计算得到库区特定断面的BOD5、CODCr、NH3-N等水质因子的浓度分布,并采用3种断面特征浓度值计算各水质因子的沿程降解系数。计算结果表明:按断面中垂线水面浓度值和断面浓度均值计算的平均降解系数比较接近,而按水面浓度均值计算的结果偏差较大;当采用原型观测法确定类似沿程无支流及排污口汇入的低坝径流式电站库区水体的降解系数且观测断面较多时,为提高工作效率,在先行验证的基础上,可以仅采集断面中垂线水面处的水样进行分析与计算。
為瞭確定水體的降解能力,進行九龍灘電站庫區枯水期水質原型觀測,結閤水質採樣和室內試驗計算得到庫區特定斷麵的BOD5、CODCr、NH3-N等水質因子的濃度分佈,併採用3種斷麵特徵濃度值計算各水質因子的沿程降解繫數。計算結果錶明:按斷麵中垂線水麵濃度值和斷麵濃度均值計算的平均降解繫數比較接近,而按水麵濃度均值計算的結果偏差較大;噹採用原型觀測法確定類似沿程無支流及排汙口彙入的低壩徑流式電站庫區水體的降解繫數且觀測斷麵較多時,為提高工作效率,在先行驗證的基礎上,可以僅採集斷麵中垂線水麵處的水樣進行分析與計算。
위료학정수체적강해능력,진행구룡탄전참고구고수기수질원형관측,결합수질채양화실내시험계산득도고구특정단면적BOD5、CODCr、NH3-N등수질인자적농도분포,병채용3충단면특정농도치계산각수질인자적연정강해계수。계산결과표명:안단면중수선수면농도치화단면농도균치계산적평균강해계수비교접근,이안수면농도균치계산적결과편차교대;당채용원형관측법학정유사연정무지류급배오구회입적저패경류식전참고구수체적강해계수차관측단면교다시,위제고공작효솔,재선행험증적기출상,가이부채집단면중수선수면처적수양진행분석여계산。
In order to determine the degradation coefficients of pollutants, field observation of water quality in the Jiulongtan Reservoir was conducted during a low water period;the concentration distributions of main water quality factors, such as BOD5 , CODCr , and NH3-N, in specific sections were obtained through water quality sampling and laboratory experiments;and the longitudinal degradation coefficients of water quality factors in the Jiulongtan Reservoir were calculated using three cross-sectional characteristic concentration values. The results show that the degradation coefficients calculated by the perpendicular bisector surface concentration and section-averaged concentration are close, while the one calculated by the surface-averaged concentration presents a larger deviation, which is considered to be the result of combined influence and interaction of various complicated factors. When prototype observation is used to determine the degradation coefficients of pollutants in reservoirs of low-dam and run-of-river hydropower stations without branches or sewage inlets and there is a large number of monitoring sections, in order to improve the work efficiency, it is feasible to obtain the degradation coefficients only from the water samples at the perpendicular bisector surface of cross-sections based on verification in advance.