土地利用变化情景下城市化地区排水系统设计——以肯尼亚纳罗克镇为例

Etienne Umukiza, J. Raude, A. Petroselli, S. M. Wandera, J. Gathenya, C. Apollonio
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引用次数: 0

摘要

城市化导致的土地利用/土地覆盖(LULC)变化对径流过程有强烈影响。以肯尼亚纳罗克镇为例,几次山洪暴发造成了人员伤亡和经济损失。在设计合适的排水系统时,设计水线及其峰值流量是决定水力几何特性的关键因素。考虑到LULC的变化和随之而来的水文变动性,在本研究中,通过使用实时运动学设备在Narok镇的Kakia和esamburburbur通道进行地面测量,利用现场测量验证了现有通道的几何特性。为了改善排水系统,在假设未来LULC情景下评估的峰值流量用于设计可持续城市排水系统的水力特性。在不同的LULC情景下,使用了三种水文/水力模型(EBA4SUB、Manning’s equation和Civil 3D)来计算河道几何形状和相应的水位。在不同的峰值流量和流量情况下,通道几何形状的变化会阻碍自由流动。所提出的结果可用于支持地方当局设计雨水排水系统,以减轻洪水灾害,从而降低水力风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Drainage systems design in urbanized areas under land use changes scenarios: case study of Narok Town (Kenya)
Land use/land cover (LULC) changes due to urbanization have a strong influence on runoff process. In the case of Narok town, in Kenya, several flash floods have caused human losses and economic damages. Design hydrograph and its peak flow are the key elements to determine hydraulic geometrical properties in designing an adequate drainage system. In consideration of LULC changes and consequent hydrograph variability, in this study existing channel geometric properties were verified, using field measurements through a ground survey employing Real-Time Kinematic equipment at Kakia and Esamburmbur channels of Narok town. To improve the drainage system, the evaluated peak flows under assumed future LULC scenarios were used to design hydraulic properties for a sustainable urban drainage system. Three hydrological/hydraulic models (EBA4SUB, Manning's equation, and Civil 3D) were used under different LULC scenarios for computing channel geometry and correspondent water level. The change in channel geometry was found to obstruct free flow for different scenarios of peak discharge and flow volume. The presented results could be used to support the design of storm water drainage systems by local authorities, in order to mitigate flood hazards and consequently to reduce the hydraulic risk.
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