首页 | 本学科首页   官方微博 | 高级检索  
     

污水管网模拟模型节点平均流量的估算方法
引用本文:刘兴坡,周玉文,甘一萍.污水管网模拟模型节点平均流量的估算方法[J].给水排水,2004,30(10):102-106.
作者姓名:刘兴坡  周玉文  甘一萍
作者单位:1. 北京工业大学环境与能源工程学院,北京,100022
2. 北京工业大学建筑工程学院,北京,100022
3. 北京城市排水集团有限责任公司,北京,100016
基金项目:北京市教委科技发展计划项目(05004790200201)
摘    要:建立排水管网模拟模型是城市排水实现科学化管理的一个重要手段。作为污水管网建模的基础部分,研究了污水管网节点平均流量估算的间接求解方法,即根据用水量推求污水量。该法包括污水排放系数的确定和节点服务区域属性值的计算两部分。污水排放系数根据生活用水量结构确定;在城市排水管网GIS平台上可以估算节点服务区域属性,如人口、面积(平面面积和建筑面积)等。

关 键 词:污水管网  旱季流量  节点流量  间接法  服务区域

Analog calculation of average nodal flow for sewer network model
Liu Xing-po,Zhou Yu-wen,Gan yi-ping College of Environment and Energy Engineering,Beijing University of Technology,Beijing ,China College of Architecture and Civil Engineering,Beijing University of Technology,Beijing ,China Beijing Drainage Group Co.,Ltd,Beijing ,China.Analog calculation of average nodal flow for sewer network model[J].Water & Wastewater Engineering,2004,30(10):102-106.
Authors:Liu Xing-po  Zhou Yu-wen  Gan yi-ping College of Environment and Energy Engineering  Beijing University of Technology  Beijing  China College of Architecture and Civil Engineering  Beijing University of Technology  Beijing  China Beijing Drainage Group Co  Ltd  Beijing  China
Affiliation:Liu Xing-po,Zhou Yu-wen,Gan yi-ping College of Environment and Energy Engineering,Beijing University of Technology,Beijing 100022,China College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China Beijing Drainage Group Co.,Ltd,Beijing 100061,China
Abstract:Modeling of urban wastewater drainage network is an important tool for scientific management. Now an indirect computation to estimate the average nodal wastewater flow of urban wastewater network from the record of water consumption is presented, which is the base of the sewer notwork model. This computation is based on two fundamental presumptions: wastewater discharge coefficient and the service or tributary area of each node in the sewer network. The former is derived from the structure of water consumption and the later can be obtained on the GIS platform, such as populations, area (including plane and architecture area).
Keywords:Sewer networks  Dry weather flow  Nodal flow  Indirect computation method  Tributary area
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号