南京大学学报(自然科学版) ›› 2016, Vol. 52 ›› Issue (1): 96102.
吕菲菲1,单楠2*,马天海3,闫中月2
Lv Feifei1,Shan Nan2* ,Ma Tianhai3,Yan Zhongyue2
摘要: 针对多闸坝河网水流控制特征,以MIKE11 HD和AD模块的水量-水质模型为基本模块,通过水位-流量关系及其水位控制,体现闸坝调度对河网水动力及其水质的影响,构建了多闸坝河网水系最大日负荷(TMDLs)计算系统,并应用于淮河流域江苏省沂沭泗水系。利用2006年-2008年及2010年水文、水质监测资料对计算模型的率定与验证。验证结果为:计算区域板浦、沭阳闸下站水位计算值和实测值平均相对误差为0.45%和0.91%,仲集和沭阳(南泓)站CODMn和氨氮的计算值和实测值平均相对误差分别为4%~7.1%和6.5%~20.4%。以2010年(平水年)为设计水文条件,研究区内主要水质受限水体CODMn与氨氮最大日负荷年总计值分别为25276.85t和1932.56t。
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