Height Design of Side Wall of Spil lway Steep Section

RUAN Cheng jiang; KANG Wen pin

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Height Design of Side Wall of Spil lway Steep Section

- Height Design of Side Wall of Spil lway Steep Section
- Bulletin of Soiland Water Conservation Vol. 19, Issue 2, Pages: 22-23(2000)
- 作者机构：
  
  1. 盐城工业学院海洋工程系,江苏,盐城,224003
  2. 陕西省三原县水利局, 陕西三原,713800
- 作者简介：
- 基金信息：
- DOI：
  CLC：
- Published：2000
- 稿件说明：
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RUAN Cheng jiang, KANG Wen pin. Height Design of Side Wall of Spil lway Steep Section[J]. Bulletin of Soiland Water Conservation, 2000, 19(2): 22-23.
DOI：

RUAN Cheng jiang, KANG Wen pin. Height Design of Side Wall of Spil lway Steep Section[J]. Bulletin of Soiland Water Conservation, 2000, 19(2): 22-23. DOI：

摘要

通过用迭代法求算临界水深和正常水深

使求水面曲线的方法简化。并依据此方法求算平均水深

由平均水深求算出水深为平均水深处相对于陡段首端的流程长度。据此将陡段侧墙从段首至平均水深处设计成段首水深加安全加高之高度

平均水深以下流程的侧墙则设计成平均水深加安全加高之高度

从而便于施工且使费用最小

为溢洪道陡段侧墙的设计、施工和预算造价提供了科学依据。

Abstract

It makes the method of reckoning curve of water surface simple to calculate critical and normal water depth by using the alternative method

and then calculate average water depth according to the method. The flow length between the site which water depth equal to the average water depth and the head of steep section is calculated by average water depth. By this

the side wall of steep section of spillway from the head of steep section to the site of average water depth is designed as the height of water depth of head of section adding safety height.The side wall of flow below average water depth is designed as the height of average water adding safety height.This makes the construction convenient and cost smallest. These provided a scientific basis for design

construction and budget cost of side wall of spillway steep section.

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