2014
DOI: 10.5194/hess-18-3449-2014
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Infrastructure sufficiency in meeting water demand under climate-induced socio-hydrological transition in the urbanizing Capibaribe River basin – Brazil

Abstract: Abstract.Water availability for a range of human uses will increasingly be affected by climate change, especially in the arid and semiarid tropics. The main objective of this study is to evaluate the infrastructure sufficiency in meeting water demand under climate-induced socio-hydrological transition in the Capibaribe River basin (CRB). The basin has experienced spatial and sectoral (agriculture-to-urban) reconfiguration of water demands. Human settlements that were once dispersed, relying on intermittent sou… Show more

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Cited by 29 publications
(8 citation statements)
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“…A large scale distributed hydrological model called MGB-IPH (an acronym from the Portuguese for Large Basins Model and Institute of Hydraulic Research) [39] was used in the simulations. This model has been widely applied in distinct South-American watersheds, for different purposes, such as stream flow forecasting [40], simulation of land-use changes [41], evaluation of climate change impacts [4], assessment of hydrological processes [2]. The MGB-IPH model may be distributed by cells or catchments and runs in daily time steps.…”
Section: Hydrological Modelmentioning
confidence: 99%
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“…A large scale distributed hydrological model called MGB-IPH (an acronym from the Portuguese for Large Basins Model and Institute of Hydraulic Research) [39] was used in the simulations. This model has been widely applied in distinct South-American watersheds, for different purposes, such as stream flow forecasting [40], simulation of land-use changes [41], evaluation of climate change impacts [4], assessment of hydrological processes [2]. The MGB-IPH model may be distributed by cells or catchments and runs in daily time steps.…”
Section: Hydrological Modelmentioning
confidence: 99%
“…In the present study, the model parameters were not calibrated due to lack of available stream flow data for the entire area. The alternative was to use the values of the parameters obtained from earlier applications of the MGB-IPH in some Brazilian river basins [2] [39] [40]. As described in the prior section, the climate data simulated by Eta model is used as input for the MGB-IPH simulations, which comprise the baseline (1961-1990) and three time-slices (2011-2040, 2041-2070 and 2071-2099) for HadGEM2-ES (RCP 4.5 and 8.5) and MIROC5 (RCP 8.5).…”
Section: Hydrological Modelmentioning
confidence: 99%
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“…The HEC-HMS model was designed for flow simulation based on three main components: the basin surface area, the prevailing climatic conditions, and the control indices. It has been applied to a variety of problems in a wide range of basins with different characteristics (Nandalal and Ratnayake 2010; Neto et al 2014;Koneti et al 2018). Such a model is capable of running a flood simulation and calculating hydrographs even for ungauged basins (e.g., Gumindoga et al 2016).…”
Section: Introductionmentioning
confidence: 99%
“…Ribeiro Neto et al (2014) laid out a hypothesized sequence of coupled human-water system development. First human water demands exceed the locally available water supply, leading to infrastructure development to stabilize and/or enhance the local supply.…”
Section: Dynamic Connectivitymentioning
confidence: 99%