Change of rainfall-runoff processes in urban areas due to high-rise buildings
被引:11
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作者:
Yoo, Chulsang
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Korea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South KoreaKorea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South Korea
Yoo, Chulsang
[1
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Cho, Eunsaem
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Korea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South KoreaKorea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South Korea
Cho, Eunsaem
[1
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Na, Wooyoung
[1
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Kang, Minseok
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Korea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South KoreaKorea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South Korea
Kang, Minseok
[1
]
Lee, Munseok
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Korea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South KoreaKorea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South Korea
Lee, Munseok
[1
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机构:
[1] Korea Univ, Coll Engn, Sch Civil Environm & Architectural Engn, Seoul 02841, South Korea
This study proposes a method to consider the high-rise building in the rainfall-runoff analysis of an urban basin. This study uses a rainfall-runoff model based on the shot noise process to evaluate the relative roles of the building rooftop sub-basin and the wall sub-basin. In addition, the rainfall-runoff experiment is conducted in a laboratory environment to validate the proposed method considering high-rise buildings. The major results of this study can be summarized as follow. (1) The rainfall intercepted by the building wall increases the runoff volume and peak flow, but the longer flow path from the rooftop basin decreases the peak flow. Overall, the role of the building wall is found to be more significant than the rooftop in resulting in increased runoff volume and peak flow. (2) The experimental results also confirm the simulation results. The contribution of the building wall to the peak flow is found to be highly significant, especially when the wind speed is high. For example, when the mean wind speed is 1.11 m/s, the contribution of the building wall to the peak flow is found to be 6.3 - 6.9% and 14.2 - 17.0% for the 1.0 and 1.4 m building height, respectively. (3) The accuracy of the rainfall-runoff model can be improved by considering the building. As the building is considered, the RMSE and the difference of peak flow between the observed and simulated hydrograph decrease in all cases. The results of this study support the idea that, in the urban basin, the contribution of the high-rise building to runoff can be significant.
机构:
Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Wu, Qiang
Xie, Tianning
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机构:
Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Xie, Tianning
Liu, Chengshuai
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机构:
Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Liu, Chengshuai
Li, Wenzhong
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机构:
Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Li, Wenzhong
Zhang, Li
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机构:
Beijing Normal Univ, Coll Water Sci, Beijing City 100875, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Zhang, Li
Ran, Guang
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机构:
Dalian Univ Technol, Sch Hydraul Engn, Dalian 116024, Liaoning Provin, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Ran, Guang
Xu, Yuanhao
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机构:
Sun Yat Sen Univ, Sch Civil Engn, Zhuhai 519082, Guangdong Provi, Peoples R China
Southern Marine Sci & Engn Guangdong Lab Zhuhai, Zhuhai 519082, Guangdong Provi, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Xu, Yuanhao
Tang, Yehai
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机构:
Beijing Normal Univ, Coll Water Sci, Beijing City 100875, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Tang, Yehai
Han, Zhenyue
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机构:
Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
Han, Zhenyue
Hu, Caihong
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机构:
Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou City 450001, Henan Province, Peoples R China
机构:
Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing, Jiangsu, Peoples R China
Desert Res Inst, Div Hydrol Sci, Las Vegas, NV USAHohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing, Jiangsu, Peoples R China
Chen, L.
Sela, S.
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机构:
Ben Gurion Univ Negev, Dept Geog & Environm Dev, IL-84105 Beer Sheva, IsraelHohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing, Jiangsu, Peoples R China
Sela, S.
Svoray, T.
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机构:
Ben Gurion Univ Negev, Dept Geog & Environm Dev, IL-84105 Beer Sheva, IsraelHohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing, Jiangsu, Peoples R China
Svoray, T.
Assouline, S.
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机构:
ARO Volcani Ctr, Dept Environm Phys & Irrigat, Inst Soil Water & Environm Sci, Bet Dagan, IsraelHohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing, Jiangsu, Peoples R China
机构:
VGTU, Dept Architectural Engn, Sauletekio al 11, LT-01132 Vilnius, LithuaniaVGTU, Dept Architectural Engn, Sauletekio al 11, LT-01132 Vilnius, Lithuania
Parasonis, Josifas
Gaudutis, Ernestas
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VGTU, Dept Architectural Engn, LT-01132 Vilnius, LithuaniaVGTU, Dept Architectural Engn, Sauletekio al 11, LT-01132 Vilnius, Lithuania
机构:
Azad University,Derakhty Boulevard,Gholestane1 AlleyAzad University,Derakhty Boulevard,Gholestane1 Alley
Katayoun B. Aafshar
Dragi Dojcinovski
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机构:
Institute of Earthquake Engineering and Engineering Seismology,University “St. Cyril and Methodius”Azad University,Derakhty Boulevard,Gholestane1 Alley