[1]姚永连,张春洋,栗玉鸿,等.基于水面线推求的河渠削峰型调蓄空间优化设计[J].中国给水排水,2026,42(8):73-80.
　YAOYonglian,ZHANGChunyang,LIYuhong,et al.Optimized Design of Channel Peak-shaving Storage Spaces Based on Water Surface Profile Derivation[J].China Water & Wastewater,2026,42(8):73-80.
点击复制

基于水面线推求的河渠削峰型调蓄空间优化设计

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第42卷 期数: 2026年第8期 页码: 73-80 栏目: 出版日期: 2026-04-17
Title:
Optimized Design of Channel Peak-shaving Storage Spaces Based on Water Surface Profile Derivation
作者:
姚永连， 张春洋， 栗玉鸿， 杨新宇， 郭紫波， 李思远， 王家卓
（中规院<北京>规划设计有限公司，北京 100044）
Author(s):
YAO　Yonglian， ZHANG　Chunyang， LI　Yuhong， YANG　Xinyu， GUO　Zibo， LI　Siyuan， WANG　Jiazhuo
storage spaces; channel peak-shaving; water surface profile derivation; offline; sluice trigger water level; urban built?up areas; hydraulic model
关键词:
调蓄空间;  河渠削峰型;  水面线推求;  离线式;  启闭水位;  城市建成区;  水力模型
Keywords:
storage spaces;  channel peak-shaving;  water surface profile derivation;  offline;  sluice trigger water level;  urban built-up areas;  hydraulic model
摘要:
建设离线式削峰型调蓄空间是河渠提标的有效工程措施之一。由于目前缺少确定其启闭水位与计算调蓄容积的高效方法，以湖北省Z市城区某排涝系统为例，构建水力数值模型，采用“不利断面分析+推求水面线”的方式，快速确定分流开闸水位，形成分流闸实时控制（RTC）规则，从而优化调蓄空间设计。模型验证表明，基于该方法确定的调蓄设计方案可实现河渠精准削峰。相较传统的定积分矩形求解法，该方法在计算有效容积时，考虑了调蓄空间建成后分流断面上游顶托效应缓解以及管网-河渠汇流峰值流量增大的工况变化，更符合河渠削峰型调蓄空间的实际运行场景，计算结果更为精准可靠，可为城市建成区同类调蓄空间的设计提供参考。
Abstract:
Constructing offline peak-shaving storage spaces is one of the effective engineering measures for channel upgrading. However, efficient methods for determining the sluice trigger water levels and calculating the storage volume for such storage spaces are currently lacking. To address this gap, this research takes a drainage system in the urban area of Z city, Hubei Province as a case study. A hydraulic numerical model was developed, and a method combining critical section analysis with water surface profile derivation was employed to rapidly determine flood diversion sluice opening water levels. This facilitated the formulation of real-time control (RTC) rules for the diversion gate, thereby optimizing the design of the storage space. Model verification shows that the storage design scheme derived from this method achieves precise peak shaving. Compared to the conventional definite integral rectangular method for calculating effective storage volume, the proposed approach explicitly accounts for post-construction operational dynamics, namely the alleviation of upstream backwater effects at the diversion section and the increase in peak confluence flows from the stormwater network and channel. This approach better reflects the actual operating conditions of channel peak-shaving storage spaces, yielding more accurate and reliable computational results. It can provide a valuable reference for the design of similar storage spaces within urban built-up areas.
更新日期/Last Update: 2026-04-17