PIPE PLUNGE POOL ENERGY DISSIPATOR

被引：11

作者：

BLAISDELL, FW

ANDERSON, CL

机构：

[1] Water Conservation Structures Lab., Agric. Res. Service, U.S. Dept. of Agr., Stillwater, OK

[2] Agric. Res. Service, U.S. Dept. of Agr., St. Anthony Falls Hydr. Lab., Minneapolis, MN

来源：

JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1991年 / 117卷 / 03期

关键词：

Design criteria - Environmental issues - Maximum flows - Pipe diameter - Plunge pool - Plunging flows - Scour holes - Tailwater - Test - Time development;

D O I：

10.1061/(ASCE)0733-9429(1991)117:3(303)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An extensive program of tests to develop criteria for the design of pipe spillway plunge pool energy dissipators is planned and carried out. The pipe spillway discharge covers a 10-fold range that includes the minimum full pipe flow and a maximum flow exceeding the practical range, a range of pipe invert heights below and above the tailwater level from -2 to +8 pipe diameters, and a 16-fold range of noncohesive bed material sizes. The time development and ultimate size of scour holes is determined. The scour hole geometry and other test data are expressed in mathematical equations that can be used to predict the time development and ultimate sizes of scour holes in natural noncohesive soils. These equations can also be used to design riprapped pipe spillway plunge pool energy dissipators. A procedure for the design of pipe plunge pool energy dissipators is presented.

引用

页码：303 / 323

页数：21

共 15 条

[1] ANDERSON AG, 1970, 108 NAT AC SCI NAT A
[2] BLAISDELL FW, 1981, J HYDR ENG DIV-ASCE, V107, P327
[3] BLAISDELL FW, 1989, ARS76 USDA AGR RES S
[4] BLAISDELL FW, 1971, J HYDRAUL RES, V9, P467
[5] BLAISDELL FW, 1983, USDA MISC PUB, V1427
[6] Laursen E. M., 1952, BULLETIN, V34, P179
[7] LITTLE WC, 1976, J HYDR ENG DIV-ASCE, V102, P1647
[8] RAJARATNAM N, 1982, J HYDR ENG DIV-ASCE, V108, P262
[9] RAJARATNAM N, 1981, WRE81 U ALB DEP CIV
[10] RAJARATNAM N, 1981, 811 U ALB WAT RES EN

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