The application of economic-engineering optimisation for water management in Ensenada, Baja California, Mexico

2007 ◽  
Vol 55 (1-2) ◽  
pp. 339-347 ◽  
Author(s):  
J. Medellín-Azuara ◽  
L.G. Mendoza-Espinosa ◽  
J.R. Lund ◽  
R.J. Ramírez-Acosta

Mathematical optimisation is used to integrate and economically evaluate wastewater reuse, desalination and other water management options for water supply in Ensenada, Baja California Mexico with future levels of population and water demand. The optimisation model (CALVIN) is used to explore and integrate water management alternatives such as water markets, reuse and seawater desalination, within physical capacity constraints and the region's water availability, minimising the sum of economic costs of water scarcity and operating costs within a region. The modelling approach integrates economic inputs from agricultural and urban water demand models with infrastructure and hydrological information, to identify an economically optimal water allocation between water users in Ensenada. Estimates of agricultural and urban economic water demands for year 2020 were used. The optimisation results indicate that wastewater reclamation and reuse for the city of Ensenada is the most economically promising alternative option to meet future water needs and make water imports less attractive. Seawater desalination and other options are not economically viable alone, but may have some utility if combined with other options for the Ensenada region.

2008 ◽  
Vol 8 (2) ◽  
pp. 189-196 ◽  
Author(s):  
J. Medellín-Azuara ◽  
L. G. Mendoza-Espinosa ◽  
J. R. Lund ◽  
R. E. Howitt

The northern border of Baja California hosts prominent agriculture and fast-growing cities under an extreme-arid climate. This paper provides an economic-engineering analysis of water supply alternatives to cope with agricultural, environmental and urban water needs projected to year 2025. Analysed alternatives include idealised water markets, wastewater reuse, seawater desalination and infrastructural expansions. Network flow optimisation using CALVIN (CALifornia Value Integrated Network) was employed. A database of the water system was built to include hydrology; agricultural, environmental and urban demands infrastructure, and economic information on operating costs and economic value of water. For the coastal cities, results show that wastewater reuse along with other already projected infrastructure expansions is overall the most economically promising alternative. Water markets offer leverage and flexibility for future urban needs. However, some locations cannot take advantage of domestic water markets with current aqueduct capacities. Worthwhile investments in infrastructure include an expanded aqueduct connecting coast and inland water supply systems. Furthermore, at current urban water prices and operating costs, seawater desalination is uneconomical for Baja California. Computer models are useful to better understand water-related issues in a region and provide a technical basis for developing and comparing long-term water management solutions.


2001 ◽  
Vol 43 (10) ◽  
pp. 67-74 ◽  
Author(s):  
P. Xu ◽  
F. Valette ◽  
F. Brissaud ◽  
A. Fazio ◽  
V. Lazarova

An integrated technical-economic model is used to address water management issues in the French island of Noirmoutier. The model simulates potable water production and supply, potable and non potable water demand and consumption, wastewater collection, treatment and disposal, water storage, transportation and reuse. A variety of water management scenarios is assessed through technical, economic and environmental evaluation. The scenarios include wastewater reclamation and reuse for agricultural and landscape irrigation as well as domestic non potable application, desalination of seawater and brackish groundwater for potable water supply. The study shows that, in Noirmoutier, wastewater reclamation and reuse for crop irrigation is the most cost-effective solution to the lack of water resources and the protection of sensitive environment. Some water management projects which are regarded as having less economic benefit in the short-term may become competitive in the future, as a result of tightened environmental policy, changed public attitudes and advanced water treatment technologies. The model provides an appropriate tool for water resources planning and management.


2020 ◽  
Author(s):  
Nilo Lima ◽  
Hector Angarita ◽  
Marisa Escobar-Arias ◽  
Wilford Rincon ◽  
Sergio Nuñez ◽  
...  

<p>In Bolivia, since 2006 the Ministry of Environment and Water, through the National Watershed Plan, has developed the conceptual framework and national policy for Watershed Management. At present, this national policy is still in the process of learning and construction from its application in various river basins, principally through the development of Watershed Master Plans.</p><p>Three principles guide the development of this national planning effort: i. the recognition of the growing dependence on participatory processes as a forum to identify and enable legitimate water management and governance options, ii. the need to plan for an uncertain future caused by climate change and other societal prerogatives iii. the systemic analysis of the territory incorporating biophysical, sectoral and regional interactions.</p><p>Here we present results and lessons learned of this process in the formulation of the Master Plan of the Río Rocha Basin (PDCR); With a population of ~ 1,500,000 people (13% of Bolivia’s population), the basin has high levels of water scarcity that feed an intricate network of conflicts related to access, governance, and environmental degradation. The PDCR is a planning opportunity to enable the necessary conditions to resolve current conflicts and set the foundation of sustainable water management.</p><p>Robust decision support (RDS) has been adopted as a guiding framework, constructing a participatory process that considers uncertainties and strategies within an array of management options for the system. To accommodate the large disparities in water access across interests represented at different regions and scales of the Rio Rocha Basin, we implemented two innovations in the RDS process: first, a set of 24 quantitative indices that can operate at several nested scales of planning sub-units (i.e. from independent irrigation units or household water supply service areas, to the entire river basin), and second the use of an interactive “hard-coupled” decision dashboard to the Water Evaluation and Planning System (WEAP). In combination, this innovations enabled a diverse audience of actors to: i) explore the positive and negative interactions of water management, production systems, hazards and risks management, and ecosystem functions ii) identify disparities in the performance of a proposed plan between scales and ii) analyze and compare different management strategies interactively to improve outcomes and identify and mitigate emerging regional or sectorial conflicts.</p><p>As a result, the PDCR established a set of regional and intersectoral actions for 2025 and 2040, which integrate infrastructure, efficiency, pollution control, and territorial and productive planning actions, accompanied by institutional strengthening and capacity development measures. The plan expects to increase access and coverage of the demand for safe water, improve irrigation access, enable long term sustainable exploitation of groundwater and establish synergies with the existing sanitation plan to achieve additional improvements in the environmental quality of the Rio Rocha.</p>


Water ◽  
2021 ◽  
Vol 13 (24) ◽  
pp. 3628
Author(s):  
Dorota Pusłowska-Tyszewska

Allocating finite water resources between different water uses is always a challenging task. Searching for a solution which satisfies the water needs (requirements) of all water users without compromising the water requirements of river ecosystems calls for analyzing different water management options and their expected consequences. Water management balances are usually used for comparison of water resources with the needs of water users. When aquatic and water dependent ecosystems are considered in a similar manner as other users, searching for the optimum water resources allocation, without neglecting requirements of the natural environment, is possible. This paper describes basic modeling assumptions and methodological solutions, which allow for taking into account some tasks related to the protection of aquatic and water dependent ecosystems. The water balance model, developed for a catchment comprising the Warta Mouth National Park, was applied to find out whether supplying adequate amounts of water for conservation (or restoration) of wet meadows and wetland habitats in the area is possible, while still satisfying the demands of other water users.


2003 ◽  
Vol 47 (1) ◽  
pp. 257-262 ◽  
Author(s):  
W.H. Chu ◽  
J.Y. Wang ◽  
C.M. Kao

Reuse of municipal wastewater has become a promising solution to relieve the tension of increasing fresh water demand in many metropolitans. Although different advanced technologies are available to reclaim wastewater into premium quality, associated health effects are usually not properly assessed in reclamation process selection. A simplified risk-based approach developed for process screening and adaptation of health impacts as a consideration in reclamation process selection is discussed in this paper. This approach can be used to screen out unqualified processes and those with poor cost benefits. As a result, the design of wastewater reclamation could be enhanced to control the associated health impacts in wastewater reuse.


Water ◽  
2021 ◽  
Vol 13 (15) ◽  
pp. 2009
Author(s):  
Caroline Ednah Mwebaze ◽  
Jackson-Gilbert Mwanjalolo Majaliwa ◽  
Joshua Wanyama ◽  
Geoffrey Gabiri

Limited studies in East Africa and particularly in Uganda have been carried out to determine and map water use and demands. This study aimed at assessing the impact of management options on sustainable water allocation in environmentally sensitive catchments of Mubuku and Sebwe of Lake Edward-George basin in Western Uganda. We used hydro-meteorological data analysis techniques to quantify the available water. We applied Mike Hydro model to allocate water to the different ongoing developments in the catchment based on 2015 and 2040 water demand management scenarios. We used the Nile Basin Decision Support System to assess the sustainability of the different water management scenarios for sustainable water resources use. Reliability computation did not consider hydropower in this study. Results show that water available in 2015 was 60 MCM/YR and 365 MCM/YR for Sebwe and Mubuku, respectively and is projected to decrease by 15% and 11% by the year 2040 under climate scenario RCP8.5. We project water demand to rise by 64% for domestic, 44% for livestock, 400% for industry, 45% for hydro power and 66% for irrigation by 2040. Mubuku water demand is projected to increase from 5.2 MCM in 2015 to 10.7 MCM in 2040. Mubuku available water is projected to fall from 364.8 to 329.8 MCM per annum. Sebwe water demand is projected to increase from 9.7 MCM in 2015 to 22.2 MCM in 2040 and its available water is projected to fall from 60 to 52 MCM per annum by the year 2040 from 2015. Water managers ought to allocate water based on the reliable water allocation which prioritizes domestic and environmental water demands, allocates 90% of industrial demand, 70% of irrigation and 60% of livestock demand. We recommend institutionalizing this model to guide water allocation in the Mubuku-Sebwe sub catchments. Water users should employ more efficient water use techniques to achieve high reliability and sustainable water resources management.


Water ◽  
2016 ◽  
Vol 8 (8) ◽  
pp. 336 ◽  
Author(s):  
Federica Monaco ◽  
Guido Sali ◽  
Manel Ben Hassen ◽  
Arianna Facchi ◽  
Marco Romani ◽  
...  

2021 ◽  
Author(s):  
Selina Meier ◽  
Randy Munoz ◽  
Christian Huggel

<p>Water scarcity is increasingly becoming a problem in many regions of the world. On the one hand, this can be attributed to changes in precipitation conditions due to climate change. On the other hand, this is also due to population growth and changes in consumer behaviour. In this study, an analysis is carried out for the highly glaciated Vilcanota River catchment (9808 km<sup>2</sup> – 1.2% glacier area) in the Cusco region (Peru). Possible climatic and socioeconomic scenarios up to 2050 were developed including the interests from different water sectors, i.e. agriculture, domestic and energy.</p><p>The analysis consists of the hydrological simulation at a monthly time step from September 2043 to August 2050 using a simple glacio-hydrological model. For historic conditions (1990 to 2006) a combination of gridded data (PISCO precipitation) and weather stations was used. Future scenario simulations were based on three different climate models for both RCP 2.6 and 8.5. Different glacier outlines were used to simulate changes in glacier surface through the time for both historic (from satellite data) and future (from existing literature) scenarios. Furthermore, future water demand simulations were based on the SSP1 and SSP3 scenarios.</p><p>Results from all scenarios suggest an average monthly runoff of about 130 m<sup>3</sup>/s for the Vilcanota catchment between 2043 and 2050. This represents a change of about +5% compared to the historical monthly runoff of about 123 m<sup>3</sup>/s. The reason for the increase in runoff is related to the precipitation data from the selected climate models. However, an average monthly deficit of up to 50 m<sup>3</sup>/s was estimated between April and November with a peak in September. The seasonal deficit is related to the seasonal change in precipitation, while the water demand seems to have a less important influence.</p><p>Due to the great uncertainty of the modelling and changes in the socioeconomic situation, the data should be continuously updated. In order to construct a locally sustainable water management system, the modelling needs to be further downscaled to the different subcatchments in the Vilcanota catchment. To address the projected water deficit, a new dam could partially compensate for the decreasing storage capacity of the melting glaciers. However, the construction of the dam could meet resistance from the local population if they cannot be promised and communicated multiple uses of the new dam. Sustainable water management requires the cooperation of all stakeholders and all stakeholders should be able to benefit from it so that they will support future projects.</p>


Water ◽  
2018 ◽  
Vol 10 (11) ◽  
pp. 1579 ◽  
Author(s):  
Ahmed Elshaikh ◽  
Shi-hong Yang ◽  
Xiyun Jiao ◽  
Mohammed Elbashier

This study aims to offer a comprehensive assessment of the impacts of policies and institutional arrangements on irrigation management performance. The case study, the Gezira Scheme, has witnessed a significant decrease in water management performance during recent decades. This situation led to several institutional changes in order to put the system on the right path. The main organizations involved in water management at the scheme are the Ministry of Irrigation & Water Resources (MOIWR), the Sudan Gezira Board (SGB), and the Water Users Associations (WUAs). Different combinations from these organizations were founded to manage the irrigation system. The evaluation of these organizations is based on the data of water supply and cultivated areas from 1970 to 2015. The measured data were compared with two methods: the empirical water order method (Indent) that considers the design criteria of the scheme, and the Crop Water Requirement (CWR) method. Results show that the MOIWR period was the most efficient era, with an average water surplus of 12% compared with the Indent value, while the most critical period (SGB & WUAs) occurred when the water supply increased by 80%. The other periods of the Irrigation Water Corporation (IWC), (SGB & MOIWR), and (WUAs & MOIWR) had witnessed an increase in water supply by 29%, 63%, and 67% respectively. Through these institutional changes, the percentage of excessive water supply jumped from 12% to 80%. Finally, the study provides general recommendations associated with institutional arrangements and policy adoption to improve irrigation system performance.


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