Propagation of waves and dissolved compounds in sewer

被引:19
作者
Huisman, JL
Burckhardt, S
Larsen, TA
Krebs, P
Gujer, W
机构
[1] Swiss Fed Inst Envir Sci & Technol, Dept Engrg, CH-8600 Dubendorf, Switzerland
[2] Eidgenos Tech Hochschule, Swiss Fed Inst Technol, Inst Hydromech & Water Resour Mgmt, CH-8093 Zurich, Switzerland
[3] Dresden Univ Technol, Inst Urban Water Mgmt, D-01062 Dresden, Germany
来源
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE | 2000年 / 126卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-9372(2000)126:1(12)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The phenomenon of the surface wave propagating faster than the fluid. that induced it is studied experimentally and numerically. The study focuses on the importance of the wave phenomenon for the urban hydrology system, where it can determine the impact of combined sewer overflows on the environment and the operation of a novel urine (anthropogenic nutrient: solution) separation system. Urine would be stored decentrally and released during the night hours so that a wave would form in the sewer. The full-scale experiments were carried out in a 2-km section of a main sewer. The wave was induced with the aid of fire hydrant water traced by salt. Five measurements and sampling stations were operated downstream through which the transport of both fluid and compounds were analyzed. Numerical simulations of the results are discussed focusing on the reliability of friction approaches and dispersion prediction. Although difficult to model with commercial tools, it was shown that the wave phenomenon has no adverse effects on the practicability of the urine separation system, but can lead to the release of undiluted wastewater during a rain event.
引用
收藏
页码:12 / 20
页数:9
相关论文
共 19 条
[1]   Urban stormwater discharges: Ecological effects on receiving waters and consequences for technical measures [J].
Borchardt, D ;
Sperling, F .
WATER SCIENCE AND TECHNOLOGY, 1997, 36 (8-9) :173-178
[2]  
Bras R.L., 1990, HYDROLOGY INTRO HYDR
[3]  
BROMBACH H, 1993, KORRESPONDENZ ABWASS, V40, P1910
[4]  
CHOW VT, 1959, Open Channel Hydraulics
[5]   UNCERTAINTIES IN FLOW MODELING AND FORECASTING FOR NIAGARA RIVER [J].
CRISSMAN, RD ;
CHIU, CL ;
YU, WZ ;
MIZUMURA, K ;
CORBU, I .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1993, 119 (11) :1231-1250
[6]  
*DAN HYDR I, 1994, MOUSE US MAN VERS 4
[7]  
Fischer HB., 1979, MIXING INLAND COASTA
[8]  
French RH, 1985, OPEN CHANNEL HYDRAUL
[9]  
HALD W, 1952, STAT THEORY ENG APPL
[10]  
Henderson F. M., 1966, Open channel flow