水利水电快报
水利水電快報
수이수전쾌보
EXPRESS WATER RESOURCES & HYDROPOWER INFORMATION
2006年
24期
89-105
,共17页
滴水湖%城市降雨-径流模型%CE-QUAL-W2水质模型%水质模拟
滴水湖%城市降雨-徑流模型%CE-QUAL-W2水質模型%水質模擬
적수호%성시강우-경류모형%CE-QUAL-W2수질모형%수질모의
Dishui Lake%urban rainfall-runoff model%CE-QUAL-W2 model%water quality simulation
滴水湖是一个面积约4.5 km2的人工湖,位于上海海港新城的市中心.降雨期间,城市地表径流经过规划的网状水系汇入到滴水湖,经过与湖沟通的海闸排到东海.根据远景规划,滴水湖的水质需要满足城市娱乐和景观用水要求.因此,维持滴水湖良好的水质显得尤为重要.耦合一个简单的城市降雨-径流模型,CE-QUAL-W2 水质模型被用来模拟远景年滴水湖的水质.模拟了3个不同年降雨概率的典型年,即2003(90%)、2004(50%)和2002(10%)年.模拟的污染指标主要有溶解氧(DO)、藻类、生化需氧量(BOD5)、总磷(TP)、氨氮(NH3-N)和总氮(TN).结果显示,在3个典型年里滴水湖的综合水质能够维持在地表水Ⅲ~Ⅳ类.比较而言,在90%降雨保证率年,滴水湖的水质最好,因为地表径流最小以至携带的地面污染负荷最少.从各污染指标的日平均值来看,在各个典型年里DO优于Ⅲ类, 因此远景年的水质对湖中的鱼类等生物几乎没有负面影响.
滴水湖是一箇麵積約4.5 km2的人工湖,位于上海海港新城的市中心.降雨期間,城市地錶徑流經過規劃的網狀水繫彙入到滴水湖,經過與湖溝通的海閘排到東海.根據遠景規劃,滴水湖的水質需要滿足城市娛樂和景觀用水要求.因此,維持滴水湖良好的水質顯得尤為重要.耦閤一箇簡單的城市降雨-徑流模型,CE-QUAL-W2 水質模型被用來模擬遠景年滴水湖的水質.模擬瞭3箇不同年降雨概率的典型年,即2003(90%)、2004(50%)和2002(10%)年.模擬的汙染指標主要有溶解氧(DO)、藻類、生化需氧量(BOD5)、總燐(TP)、氨氮(NH3-N)和總氮(TN).結果顯示,在3箇典型年裏滴水湖的綜閤水質能夠維持在地錶水Ⅲ~Ⅳ類.比較而言,在90%降雨保證率年,滴水湖的水質最好,因為地錶徑流最小以至攜帶的地麵汙染負荷最少.從各汙染指標的日平均值來看,在各箇典型年裏DO優于Ⅲ類, 因此遠景年的水質對湖中的魚類等生物幾乎沒有負麵影響.
적수호시일개면적약4.5 km2적인공호,위우상해해항신성적시중심.강우기간,성시지표경류경과규화적망상수계회입도적수호,경과여호구통적해갑배도동해.근거원경규화,적수호적수질수요만족성시오악화경관용수요구.인차,유지적수호량호적수질현득우위중요.우합일개간단적성시강우-경류모형,CE-QUAL-W2 수질모형피용래모의원경년적수호적수질.모의료3개불동년강우개솔적전형년,즉2003(90%)、2004(50%)화2002(10%)년.모의적오염지표주요유용해양(DO)、조류、생화수양량(BOD5)、총린(TP)、안담(NH3-N)화총담(TN).결과현시,재3개전형년리적수호적종합수질능구유지재지표수Ⅲ~Ⅳ류.비교이언,재90%강우보증솔년,적수호적수질최호,인위지표경류최소이지휴대적지면오염부하최소.종각오염지표적일평균치래간,재각개전형년리DO우우Ⅲ류, 인차원경년적수질대호중적어류등생물궤호몰유부면영향.
The Dishui Lake, a 4.5 km2 round central man-made lake, lies in the city centre of new harbour town, Shanghai. It will receive all drainage from the urban catchment before discharging to the sea via sea gates. The water quality in the lake become specific concerns in the present study. In this paper, coupled with a simple urban rainfall-runoff model, CE-QUAL-W2 model was employed to simulate its water quality. Simulations were carried out in three representative years with annual rainfall probabilities of 90%(2003), 50%(2004), and 10%(2002)). The simulated pollution loadings mainly included DO, algae, BOD5, TP, NH3-N and TN. Results show that comprehensive water quality in the lake can be maintained at national surface water quality class Ⅲ~Ⅳ in each representative year. Comparatively speaking, the best water quality occurs with the probability of 90%(2003) because the least pollution loads have been washed off along with storm water runoff in the year. From the perspective of daily average value, DO levels are all better than Ⅲ class, which nearly exerts no adverse impacts on fish survivals.