[1]张迪,侯精明,宁利中,等.道路雨水口布设方案对泄流能力影响的模拟研究[J].中国给水排水,2023,39(9):97-102.
　ZHANGDi,HOUJing-ming,NINGLi-zhong,et al.Simulation of Effect of Road Rainwater Inlet Layout Scheme on Drainage Capacity[J].China Water & Wastewater,2023,39(9):97-102.
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道路雨水口布设方案对泄流能力影响的模拟研究

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第39卷 期数: 2023年第9期 页码: 97-102 栏目: 出版日期: 2023-05-01
Title:
Simulation of Effect of Road Rainwater Inlet Layout Scheme on Drainage Capacity
作者:
张迪1，2， 侯精明1， 宁利中1， 李东来1， 苏锋3， 高徐军3， 张珂1
（1.西安理工大学 省部共建西北旱区生态水利国家重点实验室，陕西 西安 710048；2.珠江水利委员会珠江水利科学研究院，广东 广州 510611；3.中国电建集团西北勘测设计研究院有限公司，陕西 西安 710061）
Author(s):
ZHANG　Di1，2， HOU　Jing-ming1， NING　Li-zhong1， LI　Dong-lai1， SU　Feng3， GAO　Xu-jun3， ZHANG　Ke1
（1. State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China， Xi’an University of Technology， Xi’an 710048， China； 2. Pearl River Water Resources Research Institute， Guangzhou 510611， China； 3. PowerChina Northwest Engineering Corporation Limited， Xi’an 710061， China）
关键词:
雨水口;  泄流能力;  纵坡坡度;  布设数量;  径流流量;  数值模拟
Keywords:
rainwater inlet;  drainage capacity;  longitudinal slope gradient;  inlet number;  runoff flow;  numerical simulation
摘要:
雨水口作为城市排水系统的重要组成部分，其布设情况对周边小区及道路积水的消除至关重要。为此，利用耦合了水文和水动力过程的数值模型，研究雨水口在不同道路纵坡坡度、布设数量和径流流量条件下的泄流能力。结果表明，道路纵坡坡度越大，雨水口的泄流能力越差，在小流量、雨水口数量为5个（间距为20 m）的条件下，当道路纵坡坡度从0.3%增至8%时，雨水口泄水率从55.64%降至21.05%；雨水口数量越多，其泄流能力越强，在小流量、道路纵坡坡度为0.3%的条件下，当雨水口数量从2个增至5个（间距由50 m降至20 m）时，雨水口泄水率由25.60%增至55.64%；径流流量越大，雨水口的泄流能力越差，在道路纵坡坡度为0.3%且布设5个雨水口的条件下，小、中、大3种流量下雨水口泄水率分别为55.64%、46.92%、37.28%。
Abstract:
As an important part of urban drainage system, the layout of rainwater inlet is crucial to eliminating ponding in surrounding communities and roads. Therefore, a numerical model coupled with hydrological and hydrodynamic processes was used to investigate the drainage capacity of rainwater inlet at different road longitudinal slope gradient, inlet number and runoff flow. The larger longitudinal slope gradient of the road resulted in a worse drainage capacity of the rainwater inlet. In scenario of small runoff flow and five rainwater inlets (spacing of 20 m), the drainage flow of the rainwater inlet decreased from 55.64% to 21.05% when the longitudinal slope gradient of the road increased from 0.3% to 8%. The larger number of rainwater inlets resulted in a stronger drainage capacity. In scenario of small runoff flow and longitudinal slope gradient of 0.3%, the drainage flow of rainwater inlets increased from 25.60% to 55.64% when the number of rainwater inlets increased from 2 to 5 (spacing decreasing from 50 m to 20 m). The larger runoff flow resulted in a worse drainage capacity of rainwater inlet. In scenario of longitudinal slope gradient of 0.3% and five rainwater inlets, the drainage flow of rainwater inlet under small, medium and large runoff flow was 55.64%, 46.92% and 37.28%, respectively.

相似文献/References:

[1]汤元磊,韩冰冰.用于处理雨水径流的相关专利技术分析及展望[J].中国给水排水,2020,36(18):126.
　TANG Yuan-lei,HAN Bing-bing.Analysis and Prospect of Related Patent Technology of Rainfall Runoff Treatment[J].China Water & Wastewater,2020,36(9):126.
[2]王秋萍,郭帅,陈国芬,等.道路雨水口泄流量试验研究[J].中国给水排水,2021,37(17):115.
　WANG Qiu-ping,GUO Shuai,CHEN Guo-fen,et al.Experiment on Intercepted Flow Rate of Street Storm Sewer Inlets[J].China Water & Wastewater,2021,37(9):115.

更新日期/Last Update: 2023-05-01