[1]陆少鸣.污水管网优化设计[J].郑州大学学报(工学版),1995,16(01):48-55.
Lu Shaoming.Optimized design of sewage pipe network[J].Journal of Zhengzhou University (Engineering Science),1995,16(01):48-55.
点击复制
污水管网优化设计(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
-
16
- 期数:
-
1995年01期
- 页码:
-
48-55
- 栏目:
-
- 出版日期:
-
1995-01-28
文章信息/Info
- Title:
-
Optimized design of sewage pipe network
- 作者:
-
陆少鸣
-
郑州工学院
- Author(s):
-
Lu Shaoming
-
Zhengzhou Institute of Technology
-
- 关键词:
-
可行管径; 管道序列; 决策; 阶段
- Keywords:
-
Feasible pipe diameter; pipeline sequence; decision; stage
- 文献标志码:
-
A
- 摘要:
-
本文提出可行管径法，将排水管网概括为管过序列，通过建立可行管径集合，形成初始管网，以可行管径为决策变量，自下游至上游渐序优化管道序列。该方法依据污水管网特性和数学逻辑确定递推关系，在保证优化精度的前提下，避免无效益决策，收敛速度显著提高。
- Abstract:
-
This article proposes a feasible pipe diameter method. The drainage pipe network is summarized as the sequence of the tube. The initial pipeline network is formed by the establishment of a feasible pipe diameter collection. The feasible pipe diameter is used as a decision variable. This method determines the recurrence relationship based on the characteristics of the sewage pipe network and mathematical logic. Under the premise of ensuring the optimization accuracy, the convergence speed is significantly improved.
更新日期/Last Update:
1900-01-01