Regional assessment of the impact of climate change on the yield of water supply systems

Author(s):  
Richard M. Vogel ◽  
Christopher J. Bell ◽  
Ranjith R. Suresh ◽  
Neil M. Fennessey
2003 ◽  
Vol 47 (7-8) ◽  
pp. 101-108 ◽  
Author(s):  
S. Maheepala ◽  
C. Perera

This paper describes a probability-based method for assessing the potential impact of climate change on urban water supply systems. Specifically, the assessment method uses probability distributions to place a confidence level on the plausible values of response variables. The Benalla water supply system has been used to demonstrate applicability of the proposed assessment method. For the application, the impact of the 2030 climate change scenarios on streamflows and system yield has been examined. The preliminary results have demonstrated that the proposed assessment method can provide valuable insights into the impact of climate change on water supply systems, allowing it to be incorporated into planning decisions.


2016 ◽  
Vol 52 (2) ◽  
pp. 622-643 ◽  
Author(s):  
Edoardo Borgomeo ◽  
Mohammad Mortazavi-Naeini ◽  
Jim W. Hall ◽  
Michael J. O'Sullivan ◽  
Tim Watson

2021 ◽  
Author(s):  
Richard Dallison ◽  
Sopan Patil

<p>The impact of climate change on the hydrological cycle and catchment processes has been extensively studied. In Wales, such changes are projected to have a substantial impact on hydrological regimes. However, the impact on the water abstraction capability of key sectors in the country, such as hydropower (HP) and public water supply (PWS), is not yet fully understood. We use the Soil and Water Assessment Tool (SWAT) to generate future (2021-2054) daily streamflows under a worst-case scenario of greenhouse gas emissions (Representative Concentration Pathway 8.5) at two large catchments in Wales, the Conwy and Tywi. SWAT streamflow output is used to estimate the abstractable water resources, and therefore changes in the average generation characteristics for 25 run-of-river HP schemes across Conwy and Tywi and the total unmet demand for a single large PWS abstraction in the Tywi. This unmet PWS demand is assessed using the Water Evaluation And Planning (WEAP) system under increasing, static, and declining demand scenarios. Mann-Kendall trend analysis is performed to detect and characterise the trends for both sectors.</p><p>Results show greater seasonality in abstraction potential through the study period, with an overall decrease in annual abstraction volume due to summer and autumn streamflow declines outweighing increases seen in winter and spring. For HP, these trends result in a projected decline in annual power generation potential, despite an increasing number of days per year that maximum permitted abstraction is reached. For PWS, under all future demand scenarios, annually there is an increase in the number of days where demand is not met as well as the total shortfall volume of water. Our results suggest that currently installed HP schemes may not make optimal use of future flows, and that the planning of future schemes should take account of these to ensure the most efficient operation is achieved. Moreover, PWS supply sustainability is under threat and will require management and mitigation measures to be implemented to ensure future supplies. Overall, our study provides a novel perspective on the future water resource availability in Wales, giving context to management planning to ensure future HP generation efficiency and PWS sustainability.</p>


Water ◽  
2020 ◽  
Vol 12 (3) ◽  
pp. 806
Author(s):  
Takuya Sakomoto ◽  
Mahmood Lutaaya ◽  
Edo Abraham

Intermittent water supply networks risk microbial and chemical contamination through multiple mechanisms. In particular, in the cities of developing countries, where intrusion through leaky pipes are more prevalent and the sanitation systems coverage is low, contaminated water can be a public health hazard. Although countries using intermittent water supply systems aim to change to continuous water supply systems—for example, Kampala city is targeting to change to continuous water supply by 2025 through an expansion and rehabilitation of the pipe infrastructure—it is unlikely that this transition will happen soon because of rapid urbanisation and economic feasibility challenges. Therefore, water utilities need to find ways to supply safe drinking water using existing systems until gradually changing to a continuous supply system. This study describes solutions for improving water quality in Mukono town in Uganda through a combination of water quality monitoring (e.g., identifying potential intrusion hotspots into the pipeline using field measurements) and interventions (e.g., booster chlorination). In addition to measuring and analyses of multiple chemical and microbial water quality parameters, we used EPANET 2.0 to simulate the water quality dynamics in the transport pipeline to assess the impact of interventions.


2012 ◽  
Vol 116 (3-4) ◽  
pp. 437-456 ◽  
Author(s):  
Adão H. Matonse ◽  
Donald C. Pierson ◽  
Allan Frei ◽  
Mark S. Zion ◽  
Aavudai Anandhi ◽  
...  

2012 ◽  
Vol 468-469 ◽  
pp. 120-129 ◽  
Author(s):  
Lauren M. Fry ◽  
David W. Watkins ◽  
Nathan Reents ◽  
Mark D. Rowe ◽  
James R. Mihelcic

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