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September 18, 2025Water3 citationsOpen Access

An Integrated Water Resources Solution for a Wide Arid to Semi-Arid Urbanized Coastal Tropical Region with Several Topographic Challenges—A Case Study

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ADAntónio Freire DiogoAOAntónio Luís Oliveira

Key Points

  • The water management system involves integrated engineering solutions for water supply and treated wastewater reuse, addressing limited resources.
  • Current average annual precipitation in the region is between 100 and 200 mm, highlighting the pressing water scarcity issues.
  • The approach utilizes multiple altimetric levels and reservoirs, optimizing water distribution and minimizing operational costs.
  • Design elements include a complex interceptor system for wastewater and recycled water pipelines, maximizing hydraulic performance.

Abstract

Pressure on fresh water resources has been aggravated in recent decades, basically due to population growth, rapid urbanization, and global warming. Integrated engineering solutions and the circular economy, considering the urban water cycle as a whole, are becoming fundamental, particularly in arid and semi-arid regions under permanent or recurrent hydric deficit. This study aims to develop and present an integrated engineering solution for water supply, wastewater collection, and treated wastewater reuse for landscape irrigation in a large, topographically complex, and arid to semi-arid coastal urban region at the south of Santiago Island, Cape Verde. The region is one of the driest and most arid of the Island, with a current average annual precipitation between about 100 and 200 mm, and has very limited underground water resources. The main study area, with about 600 ha, has altitudes ranging from values close to sea level up to about 115 m and has several topographic difficulties, including several relatively rugged zones. The devised water supply system considers four altimetric distribution levels, three main reservoirs connected to each other by a serial system of pipelines with successive pumping, a fourth downstream reservoir for pressure balance in one of the levels, and desalinated water as the source. The sanitary sewer pipes of the urbanizations drain to an interceptor system that operates predominantly in open channel flow in a closed pipe. The long interceptor crosses laterally along the coast several very dug valleys in the path to the Praia Wastewater Treatment Plant in the east, and requires several conduits working under pressure for the crossings, either lifting or governed by gravity. The under-pressure pipeline system of recycled water is partially forced and partially ruled by gravity and transports the treated wastewater from the plant in the opposite direction of the interceptor to a natural reservoir or lake located in the region of urbanizations and the main green spaces to be irrigated. The conceived design of the interceptor and recycled water pipeline minimizes the construction and operation costs, maximizing their hydraulic performance.

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Cite This Study

Diogo et al. (2025) studied this question.

synapsesocial.com/papers/68d462b631b076d99fa61835https://doi.org/10.3390/w17182750
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