SIMULATION OF URBAN SURFACE RUNOFF USING SWMM MODEL

Author(s):  
Ivana Marko ◽  
Reka Wittmanova ◽  
Ivona Skultetyova ◽  
Marek Sutus
2009 ◽  
Vol 21 (9) ◽  
pp. 1186-1193 ◽  
Author(s):  
Hongbing LUO ◽  
Lin LUO ◽  
Gu HUANG ◽  
Ping LIU ◽  
Jingxian LI ◽  
...  

2017 ◽  
Vol 94 ◽  
pp. 109-119
Author(s):  
Mohammad Hossein Rashidi Mehrabadi ◽  
Bahram Saghafian ◽  
Mohammad Reza Bazargan-Lari

2018 ◽  
Vol 126 ◽  
pp. 239-247
Author(s):  
Chunbo Jiang ◽  
Jiake Li ◽  
Binhong Zhang ◽  
Huaien Li

2015 ◽  
Vol 72 (3) ◽  
pp. 484-490 ◽  
Author(s):  
Li Qinqin ◽  
Chen Qiao ◽  
Deng Jiancai ◽  
Hu Weiping

An understanding of the characteristics of pollutants on impervious surfaces is essential to estimate pollution loads and to design methods to minimize the impacts of pollutants on the environment. In this study, simulated rainfall equipment was constructed to investigate the pollutant discharge process and the influence factors of urban surface runoff (USR). The results indicated that concentrations of total suspended solids (TSS), total nitrogen (TN), total phosphorus (TP) and chemical oxygen demand (COD) appeared to be higher in the early period and then decreased gradually with rainfall duration until finally stabilized. The capacity and particle size of surface dust, rainfall intensity and urban surface slopes affected runoff pollution loads to a variable extent. The loads of TP, TN and COD showed a positive relationship with the surface dust capacity, whereas the maximum TSS load appeared when the surface dust was 0.0317 g·cm−2. Smaller particle sizes (<0.125 mm) of surface dust generated high TN, TP and COD loads. Increases in rainfall intensity and surface slope enhanced the pollution carrying capacity of runoff, leading to higher pollution loads. Knowledge of the influence factors could assist in the management of USR pollution loads.


2007 ◽  
Vol 40 (1) ◽  
pp. 25-38 ◽  
Author(s):  
Mun-Mo Kim ◽  
Jeong-Woo Lee ◽  
Jae-Eung Yi

2021 ◽  
Vol 943 (1) ◽  
pp. 012001
Author(s):  
G. Cruz ◽  
M. Lingad

Abstract In recent years, stormwater control measures (SCMs) such as permeable concrete pavement have been experimentally investigated and used to manage hydrologic and water quality impacts of stormwater runoff. Research revealed the potential of permeable pavement in reducing and delaying peak flow rate, reducing runoff volume, and capturing heavy metals and other particulate-bound pollutants from stormwater runoff. However, few studies have evaluated the effects of permeable pavement on nutrients in stormwater runoff. This research aims to produce permeable reactive concrete (PRC) from waste fly ash, waste gypsum board and waste coco peat and to investigate its effectiveness in removing nutrient contamination present in stormwater or urban surface runoff. The raw materials underwent through granulation process to produce granulated filtering media (GFM). Cylindrical samples of PRC were then made and subjected to various physical and water quality tests. The use of GFM as partial coarse aggregates of PRC for urban surface runoff management and nutrient contamination removal has been tested and evaluated. After performing all the tests, the researchers concluded that GFM as partial coarse aggregates of PRC is effective due to the significant increase in infiltration rate of the entire sample compared to the traditional permeable concrete that has an average infiltration rate of 2-6 mm/s. The results in the water quality test revealed that PRC with GFM as partial coarse aggregates lessen the nitrate, phosphate, and ammonia that are present on urban surface runoff.


2019 ◽  
Vol 250 ◽  
pp. 754-761 ◽  
Author(s):  
Zachary Cryder ◽  
Les Greenberg ◽  
Jaben Richards ◽  
Douglas Wolf ◽  
Yuzhou Luo ◽  
...  
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