Case Study of St. Louis, Missouri: Comparison of Bioretention Performance to the Runoff Component of a Restored Water Balance

2013 ◽  
Vol 139 (4) ◽  
pp. 516-521 ◽  
Author(s):  
Jay Hoskins ◽  
Jason Peterein
2021 ◽  
Vol 36 ◽  
pp. 100837
Author(s):  
Mou Leong Tan ◽  
Yi Lin Tew ◽  
Kwok Pan Chun ◽  
Narimah Samat ◽  
Shazlyn Milleana Shaharudin ◽  
...  

1992 ◽  
Vol 137 (1-4) ◽  
pp. 199-208 ◽  
Author(s):  
F. Bultot ◽  
D. Gellens ◽  
M. Spreafico ◽  
B. Schädler
Keyword(s):  

2020 ◽  
Vol 141 (3-4) ◽  
pp. 921-934
Author(s):  
Alex Avilés ◽  
Karina Palacios ◽  
Jheimy Pacheco ◽  
Stalin Jiménez ◽  
Darío Zhiña ◽  
...  

Water ◽  
2020 ◽  
Vol 12 (3) ◽  
pp. 824
Author(s):  
Silvia Chamizo-Checa ◽  
Elena Otazo-Sánchez ◽  
Alberto Gordillo-Martínez ◽  
Juan Suárez-Sánchez ◽  
César González-Ramírez ◽  
...  

Megacity sewage creates socioeconomic dependence related to water availability in nearby areas, especially in countries with hydric stress. The present article studies the past, current, and future water balance progression of realistic scenarios from 2005 to 2050 in the Mezquital Valley, the receptor of Mexico City untreated sewage since 1886, allowing for agriculture irrigation under unsustainable conditions. The Water Evaluation and Planning System (WEAP) was used to estimate water demand and supply, and validation was performed by comparing results with outflow data from the Tula River. Simulated scenarios were (1st) steady-state based on inertial growth rates (2nd) transient scenario concerning the influence of forecasted climate change perturbations in surface water and hydric stress for 2050; and (3rd) the previous scenario appending scheduled actions, such as 36% reduction in imported wastewater and the startup of a massive Wastewater Treatment Plant, allowing for drip and sprinkler irrigation from the year 2030. The main results are as follows: (a) in the period 2005–2017, 59% of the agriculture depended on flood irrigation with megacity sewage; (b) the outcomes of water balance scenarios up to 2050 are presented, with disaggregated sectorial supply of ground and superficial water; (c) drip irrigation would reduce agriculture demands by 42% but still does not guarantee the downflow hydroelectric requirements, aggravated by the lack of wastewater supply from 2030. This research highlights how present policies compromise future Valley demands.


2021 ◽  
Vol 121 ◽  
pp. 107155
Author(s):  
Enrico Casagrande ◽  
Francesca Recanati ◽  
Maria Cristina Rulli ◽  
Daniele Bevacqua ◽  
Paco Melià

2012 ◽  
Vol 65 (8) ◽  
pp. 1475-1482 ◽  
Author(s):  
M. van der Sterren ◽  
A. Rahman ◽  
G. R. Dennis

Rainwater tanks are increasingly adopted in Australia to reduce potable water demand and are perceived to reduce the volume of stormwater discharge from developments. This paper investigates the water balance of rainwater tanks, in particular the possible impacts these tanks could have in controlling the stormwater discharge volume. The study collected water quantity data from two sites in the Hawkesbury City Council area, New South Wales, Australia and utilised the collected data in a simple water balance model to assess the effectiveness of rainwater tanks in reducing the stormwater discharge volume. The results indicate that a significant reduction in discharge volume from a lot scale development can be achieved if the rainwater tank is connected to multiple end-uses, but is minimal when using irrigation alone. In addition, the commonly used volumetric runoff coefficient of 0.9 was found to over-estimate the runoff from the roof areas and to thereby under-estimate the available volume within the rainwater tanks for retention or detention. Also, sole reliance on the water in the rainwater tanks can make the users aware of their water use pattern and water availability, resulting in significant reductions in water use as the supply dwindles, through self-imposed water restrictions.


Sign in / Sign up

Export Citation Format

Share Document