Attention! Instrumentation, Process Controls and Algorithms to Manage Supply Water Quality Risks in Potable Reuse Treatment

2018 ◽  
Vol 2018 (14) ◽  
pp. 2234-2238
Author(s):  
Sandeep Sathyamoorthy ◽  
Melody White
2019 ◽  
Vol 111 (7) ◽  
pp. 12-23 ◽  
Author(s):  
Jillian Vandegrift ◽  
Jennifer Hooper ◽  
Allegra da Silva ◽  
Kati Bell ◽  
Shane Snyder ◽  
...  

Water ◽  
2019 ◽  
Vol 11 (2) ◽  
pp. 346
Author(s):  
Dedi Liu ◽  
Yujie Zeng ◽  
Yue Qin ◽  
Youjiang Shen ◽  
Jiayu Zhang

Due to water supply increase and water quality deterioration, water resources are a critical problem in saltwater intrusion areas. In order to balance the relationship between water supply and water environment requirements, the nexus of water supply-water environment capacity should be well understood. Based on the Saint–Venant system of equations and the convection diffusion equation, the water supply-water environment capacity nexus physical equation is determined. Equivalent reliability is employed to estimate the boundary design water flow, which will then lead to a dynamic nexus. The framework for determining the nexus was then applied to a case study for the Pearl River Delta in China. The results indicate that the water supply-water environment capacity nexus is a declining linear relationship, which is different from the non-salt intrusion and tide-impacted areas. Water supply mainly relies on freshwater flow from upstream, while water environmental capacity is affected by both the design freshwater flow and the water levels at the downstream boundary. Our methods provide a useful framework for the quantification of the physical nexus according to the water quantity and water quality mechanisms, which are useful for freshwater allocation and management in a saltwater intrusion area or the tail area of cascade reservoirs.


2001 ◽  
Vol 43 (10) ◽  
pp. 267-275 ◽  
Author(s):  
J. E. Drewes ◽  
P. Fox

The scope of this study was to develop a model to assess the impact of source water quality on reclaimed water used for indirect potable reuse. The source water impact model (SWIM) considered source water qualities, water supply distribution data, water use and the impact of wastewater treatment to calculate reclaimed water quality. It was applied for sulfate, chloride, and dissolved organic carbon (DOC) at four water reuse sites in Arizona and California. SWIM was able to differentiate between the amount of salts derived by drinking water sources and the amount added by consumers. At all sites, the magnitude of organic residuals in reclaimed water was strongly effected by the concentration of organics in corresponding water sources and effluent-derived organic matter. SWIM can be used as a tool to predict reclaimed water quality in existing or planned water reuse systems.


2017 ◽  
Vol 116 ◽  
pp. 135-148 ◽  
Author(s):  
Gang Liu ◽  
Ya Zhang ◽  
Willem-Jan Knibbe ◽  
Cuijie Feng ◽  
Wentso Liu ◽  
...  

2014 ◽  
Vol 2014 (11) ◽  
pp. 5505-5520
Author(s):  
Allegra da Silva ◽  
Eileen Navarrete ◽  
Katherine Bell

Author(s):  
N Ngadiman ◽  
N ‘I Bahari ◽  
M Kaamin ◽  
N B Hamid ◽  
M Mokhtar ◽  
...  

2016 ◽  
Vol 20 (2) ◽  
pp. 625-632 ◽  
Author(s):  
C. E. M. Lloyd ◽  
J. E. Freer ◽  
P. J. Johnes ◽  
A. L. Collins

Abstract. Analysis of hydrochemical behaviour during storm events can provide new insights into the process controls on nutrient transport in catchments. The examination of storm behaviours using hysteresis analysis has increased in recent years, partly due to the increased availability of high temporal resolution data sets for discharge and water quality parameters. A number of these analyses involve the use of an index to describe the characteristics of a hysteresis loop in order to compare storm behaviours both within and between catchments. This technical note reviews the methods for calculation of the hysteresis index (HI) and explores a new more effective methodology. Each method is systematically tested and the impact of the chosen calculation on the results is examined. Recommendations are made regarding the most effective method of calculating a HI which can be used for comparing data between storms and between different water quality parameters and catchments.


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