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Ni, Guangheng (倪广恒) Department of Hydraulic Engineering, Tsinghua University, China The Management of Beijing Urban Floods 北京都市水患研究與防治對策 2013 大高雄治水論壇
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∗ Water Resources in Beijing ∗ Urban Floodsin Beijing ∗ Management of Urban Floods ∗ Flood Resilience in Beijing Contents
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∗ Water Resources in Beijing ∗ Urban Floodsin Beijing ∗ Management of Urban Floods ∗ Flood Resilience Beijing Contents
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Taking the contour of 100m as the borderline separating into mountain and plain. Total number of calculation elements: 31
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北京市水系圖 Water system map in Beijing
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∗ Total area : 16,800km 2 ∗ North Haihe River catchment : 1,4581km 2 ∗ South Haihe River catchment : 2,219km 2 ∗ District/ County: 18 ∗ Urban area : 4 ∗ Suburb : 14 ∗ Water Resources third-class region: 2 ∗ North Haihe River Tributaries: 3 ∗ Beisi River Lower Reaches ∗ Beisan River Mountain Basin ∗ Region from Cetian Reservoir to Sanjiadian in Yongding River Basion ∗ South Haihe River Tributaries : 2 ∗ Daqing River Dianxi Plain ∗ Daqing River Mountain Basin Evaluation of Water Resources in Beijing ——Basic Statistic
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∗ Mean annual precipitation ( year 1956 ~ year 2000 ) : ∗ 584.7mm ( 10 sites ) ∗ Mountain : 576.9mm; Plain : 597.2mm; ∗ Trend: decreasing ∗ Aridity Index: 1.2~2.5 ∗ Significantly decreased trend in sediment yield ∗ Since 1980, Precipitation decreased and flood rarely took place ∗ The effect of Water conservancy projects on sediment detention ∗ The effect of Water and Soil Conservation Evaluation of Water Resources in Beijing ——Precipitation, Evapotranspiration, Sediment
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∗ Based on runoff data from 22 hydrological stations ∗ Total : 1.772 billion m 3 ∗ Mountain : 1.159 billion m 3 ∗ Plain : 0.613 billion m 3 ∗ Inflow : 1.606 billion m 3 ( decreased trend ) ∗ Yongding River, Chaobai River, Jiyun River ∗ Juma River is in the boundary, so inflow of the river is considered as passing water ∗ Outflow: 1.415 billion m 3 (clean water and wastewater) ∗ Beiyong River,Yongding River, Chaobai River, Jiyun River ∗ Outflow of Juma River is considered as passing water Evaluation of Water Resources in Beijing ——Surface Water Resources
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∗ Divided into plain, intermountain basin and mountain ∗ Using 11 water balance calculation regions ∗ Plain : 2.289 billion m 3 ∗ Mountain (Effective infiltration from precipitation ) : 1.095 billion m 3 ∗ Repeated (double calculated) : 0.825 billion m 3 ∗ Infiltration replenishment of the mountain side ∗ Infiltration replenishment of surface water based on base-flow in plain area ∗ Total groundwater resources : 2.289+1.095-0.825=2.559 billion m 3 Evaluation of Water Resources in Beijing ——Groundwater Resources
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0 200 400 600 1000 40 800 1200 1400 1600 1800 0 1010 2020 3030 5050 6060 7070 8080 1985 1990199520002005 2010 人口 ( 万人 ) 用水量 ( 亿 m 3 ) 总用水量 农业用水工业用水生活用水人口 Evaluation of Water Resources in Beijing ——Long Term Water Consumption Pattern 年份
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Evaluation of Water Resources in Beijing ——Ground Water Elevations
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∗ Surface water resources : 1.772 billion m 3 ∗ Groundwater resources : 2.559 billion m 3 ∗ Total water resources : 3.739 billion m 3 ∗ Repeated part : 0.592 billion m 3 Wrs per capita: 6833m 3 /person 205m 3 /person Total Water Resources in Beijing 17.72 25.59 37.39
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∗ Beijing and Water ∗ Urban Floodsin Beijing ∗ Management of Urban Floods ∗ Flood Resilience Beijing Contents
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∗ 清代北京水灾记载较详细,堪称 “ 特大 ” 的有 5 次。 ∗ 分别是顺治十年( 1653 年),康熙七年( 1668 年), 嘉庆六 年( 1801 年),光绪十六年( 1890 年)和十九年 ( 1893 年)。 ∗ August, 1959 ∗ August, 1963 ∗ July, 2004 ∗ June, 2011 ∗ July, 2012 ∗ Direct economic loss: 11.64 billion RMB ∗ 79 death Urban Floods in Beijing
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Floodin July 2004, Beijing
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Floodin July 2012, Beijing
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∗ Flood peak at Juma River of Fangshan = 2570 m 3 /sec ∗ Inundated sites = 63, maximum depth = 6m ∗ Houses, roads, bridges, hydraulic structures Damage of the 7.21 Flood
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∗ Long duration ∗ 9:00 July 21 st – 4:00 July 22 nd ∗ Heavy intensity ∗ Maximum 541 mm (RP = 500yrs) ∗ Maximum in urban area 328 mm (RP = 100yrs) ∗ Over whole Beijing 170mm ∗ Over central urban area 215mm Heavy Rainfall
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Impact of Climate Change?
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19852005 Impact of Urbanization?
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Urbanization: Increased Ratio of Impervious Area
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GDP Population Popu l a t i on ( 10 4 ) G D P ( 10 8 R M B) Urbanization: Social & Economical Development
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∗ Lower standard of sewerage system ∗ Most parts, 1-3yrs return period, 36-45mm/hr ∗ Limited areas, 5yrs return period, 56mm/hr ∗ New York 10-15yrs; Tokyo 5-10yrs ∗ Separated regulation of rivers, lakes and drainage Inadequate Urban Flood Management
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Sewer Xinxing Brg Lianhua Brg Inundation at Flyovers Channel 莲花池
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Inundation at Flyovers Sewer Xinxing Brg Lianhua Brg 莲花池 Channel Inundation
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Inundation Locations
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∗ Beijing and Water ∗ Urban Floodsin Beijing ∗ Management of Urban Floods ∗ Flood Resilience Beijing Contents
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Small Watershed Management 封 ( 封禁治理 ) 移 ( 生态移民 ) 补 ( 生态补偿 ) 第一道防线 调 ( 结构调整 ) 沟道治理 护村坝 农村环境整治 农户改厕 垃圾处置 第二道防线 清 ( 清理河道 ) 污水处理 农路 工程 护地坝 第三道防线 节 ( 节水灌溉 ) 育 ( 保育植被 ) 树盘工程 保 ( 恢复河道景观 ) 节 ( 节水灌溉 ) 补 ( 生态补偿 ) 移 ( 生态移民 ) 封 ( 封禁治理 ) 农户改厕 污水处理 垃圾处置 农路工程 农村环境整治 沟道治理 调 ( 结构调整 ) 护村坝 梯田整修 护地坝 树盘工程 清 ( 清理河道 ) 育 ( 保育植被 ) 保 ( 恢复河道景观 ) 第三道防线 第一道防线 第二道防线 绿化 治 ( 河岸带治理 )
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∗ Pervious pavement ∗ Lower grass land ∗ Green roof ∗ Infiltration trench ∗ Retarding storage On-site Infiltration/Storage Facility
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On-site Facilities
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Green Roof Effect inRunoff Reduction
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∗ 国家防汛抗旱指挥部 ∗ 北京市防汛抗旱指挥部办公 室 ∗ 北京市水务局 ∗ 北京市气象局 ∗ 北京市交通局 Forecasting and Warning System 出现降雨 实时雨情 天气预报 Ⅳ - 一般 - 蓝 Ⅲ - 较大 - 黄 Ⅱ - 重大 - 橙 Ⅰ - 特别重大 - 红 洪涝灾害 防汛突发事件
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∗ Beijing and Water ∗ Urban Floodsin Beijing ∗ Management of Urban Floods ∗ Flood Resilience Beijing Contents
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Master Plan of Flood Management
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The top layer is two-dimensional grid network representing various urban landscapes (runoff generation areas); The middle and bottom layers are one-dimensional street network and sewer network, respectively; The side layer is one- dimensional ditch/river network. THUmodel( TsingHua Urban model) Model Structure & Equations
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Richards equation: Diffusive wave model of 2D Saint-Venant equation: Dynamic wave model of 1D Saint-Venant equation: Weir, sluiced gate equation for exchange flux between street and sewer nodes: Model Structure & Equations
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Model Application in Beijing
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Impact of Urbanization on Rainfall
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UCM (Urban Canopy Model) TR2TR1TR2TR1 zTzT soil heat storage r w TW2TW2 TG1TG2TG3TG1TG2TG3 TW1TW1 T can h G R,i G W,i TiTi Wang, Z., Bou-Zeid, E., & Smith, J. A. (2011), Sun et al (2012). AsphaltGrass Concrete PROMTaTaPROMTaTa TaTa HRHR H can z R z a z Green Roof Ordinary Roof Princeton ROof Model
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High Resolution Rainfall Estimation and Forecasting
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Towards Smart System of Urban Flood Management High Resolution Rainfall Estimation and Forecasting
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Thanks for your kind attention!
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