2019
DOI: 10.17533/udea.redin.20191155
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Simulation of Cr-III dispersion in the High Bogotá River Basin using the WASP model

Abstract: The Bogotá River is the major river in Cundinamarca because it crosses the entire region from north to south. Industries from different economic activities have been established in the river, especially tanneries. Nevertheless, the current and traditional tanning process requires a large volume of water and generates tremendous environmental problems due to the chemical composition of dumpings that are discharged in the river. Chrome III (Cr III) is a persistent pollutant that represents a huge health public p… Show more

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Cited by 4 publications
(2 citation statements)
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“…Higher roughness values led to a greater WSEL and inundation area, (Alzahrani, 2017). Ramos et al (2020) performed in his study a simulations for the dispersion of Chrome III (Cr III) pollutant, non-biodegradable mineral, it can convert into (Cr VI), which is very dangerous to the environment and people, in the Bogotá River, Cundinamarca, Colombia. WASP model was simulated Cr III dispersion at the study conditions.…”
Section: General Applications Of Water Modellingmentioning
confidence: 99%
“…Higher roughness values led to a greater WSEL and inundation area, (Alzahrani, 2017). Ramos et al (2020) performed in his study a simulations for the dispersion of Chrome III (Cr III) pollutant, non-biodegradable mineral, it can convert into (Cr VI), which is very dangerous to the environment and people, in the Bogotá River, Cundinamarca, Colombia. WASP model was simulated Cr III dispersion at the study conditions.…”
Section: General Applications Of Water Modellingmentioning
confidence: 99%
“…In order to further protect the water ecological environment, it is necessary to study the water environmental capacity (WEC), which refers to the maximum amount of pollutants that can be contained in a water body while maintaining normal function [6,7], based on hydraulic modeling that can calculate the flow direction, flow volume, and water quality transport [8]. Widely used models include the Streeter-Phelos (S-P) model [9][10][11][12], the MIKE model [13], the Environmental Fluid Dynamics Code (EFDC) model [14], the Water Quality Analysis Simulation Program (WASP) model [15][16][17], the Quality Simulation Along River Systems (QUASAR) model [18], the Soil and Water Assessment Tool (SWAT) model, the Modular Three-dimensional Finite-difference Ground-water Flow Model (MOD-FLOW) [19], and the Stream Water Quality Model (QUAL2K) [20,21]. Some scholars have established mathematical models to calculate the WEC of the study areas.…”
Section: Introductionmentioning
confidence: 99%