Flow-driven water quality simulation models

1980 ◽  
Vol 14 (8) ◽  
pp. 1157-1168 ◽  
Author(s):  
M.S. Farrimond ◽  
J.A.R. Nelson
2010 ◽  
Vol 62 (6) ◽  
pp. 1401-1409 ◽  
Author(s):  
Sae-Bom Lee ◽  
Chun-Gyeong Yoon ◽  
Kwang Wook Jung ◽  
Ha Sun Hwang

Stormwater pollution is the untreated contaminated water that drains into natural waterways from land uses within an urban catchment. Several studies have demonstrated the deterioration of water quality in receiving bodies of water caused by stormwater runoff. The data have reported that urban runoff play primary roles in degrading water quality in adjacent aquatic systems. The accurate estimation of non-pollutant loads from urban runoff and the prediction of water quality in receiving waters are important. The objective of this paper is to assess the applicability of the watershed scale hydrologic and water quality simulation models SWMM and HSPF to simulate the hydrology of a small watershed in the Han River Basin. Monitoring was performed in small scale watersheds, which is homogeneous land use. The applicability of SWMM and HSPF model was examined for small watersheds using hourly monitoring data. The results of SWMM were reasonably reflected with observed data in small scale urban area. HSPF model was effective at specifying parameters related to runoff and water quality when using hourly monitoring data. The watershed models used in this study adequately simulated watershed characteristics and are recommended to support watershed management.


1973 ◽  
Vol 99 (1) ◽  
pp. 88-89
Author(s):  
George R. Grantham ◽  
John C. Schaake ◽  
Edwin E. Pyatt

CATENA ◽  
2018 ◽  
Vol 170 ◽  
pp. 283-289 ◽  
Author(s):  
I.M.H.R. Antunes ◽  
M.T.D. Albuquerque ◽  
S.F. Oliveira ◽  
G. Sánz

2021 ◽  
Vol 261 ◽  
pp. 03019
Author(s):  
Huang Pengfei ◽  
Liu Pei ◽  
Xu Wei

In this paper, we analyzed the current situation of water pollution sources near Macao airport, established a two-dimensional water exchange and water quality mathematical model near the project, and compared and simulated the reclamation schemes of Macao airport. According to the results of water exchange and COD calculation of water quality, the 80 m channel scheme was remarkably better than the 40 m one in terms of water exchange capacity and the possibility of achieving the water quality target. However, with the increase of channel width, the variation of water exchange rate and half exchange period would slow down. There was no significant difference in water exchange rate, water exchange period and water quality distribution between 80m channel and 120 m channel. The final scheme was to adopt the 80 m channel.


2005 ◽  
Vol 2005 (3) ◽  
pp. 1270-1296
Author(s):  
Imad Hannoun ◽  
E. John List ◽  
Kristen Bowman Kavanagh ◽  
Wen-Li Chiang ◽  
Li Ding ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document