Eduardo Abraham Chávarri-Velarde

Dr. Eduardo Abraham Chávarri-Velarde

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Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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5 January 2022 in Hydrology
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Journal Article
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Edwin M. Pino-VargasEdwin M. Pino-Vargas
Edwin M. Pino-Vargas
ECEduardo Abraham Chávarri-Velarde
Eduardo Abraham Chávarri-Velarde
EBEusebio Ingol Blanco
Eusebio Ingol Blanco
FMFabricio Mejía
Fabricio Mejía
ABAna Gabriela Cruz Baltuano
Ana Gabriela Cruz Baltuano
AMAlissa Vera Mamani
Alissa Vera Mamani
Global projections of climate change indicate negative impacts on hydrological systems, with significant changes in precipitation and temperature in many parts of the world. As a result, floods and droughts are expected. This article discusses the potential effects of climate change and variability on the maximum precipitation, temperature, and hydrological regime in Devil’s Creek, Tacna, Peru. The outputs of precipitation and daily temperature of fifteen regional climate models were used for the RCP4.5 and RCP8.5 emission scenarios. The methodology used includes the bias correction and downscaling of meteorological variables using the quintiles mapping technique, hydrological modeling, the evaluation of two emission scenarios, and its effect on the maximum flows of the stream. The results of the multi-model ensemble show that the maximum annual precipitation will probably increase by more than 30% for the RCP4.5 and RCP8.5 scenarios for the 2021–2050 period relative to the 1981–2005 period. Likewise, as expected, the maximum flows could increase by 220% and 154% for the RCP4.5 scenarios for the 2021–2050 and 2051–2080 terms, respectively, and 234% and 484% for the RCP8.5 scenarios and for the 2021–2050 and 2051–2080 terms, respectively, concerning the recorded historical value, increasing the probability of flood events and damage in populations located downstream.

9 November 2021 in Water
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Journal Article
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AMAlissa Vera Mamani
Alissa Vera Mamani
Edwin M. Pino-VargasEdwin M. Pino-Vargas
Edwin M. Pino-Vargas
MVMahendra P. Verma
Mahendra P. Verma
Samuel Cecilio ChucuyaSamuel Cecilio Chucuya
Samuel Cecilio Chucuya
ECEduardo Abraham Chávarri-Velarde
Eduardo Abraham Chávarri-Velarde
JMJürgen Mahlknecht
Jürgen Mahlknecht
The La Yarada aquifer is the primary water resource for municipal, irrigation, and industrial uses in the semi-arid Tacna, Peru. Presently, over-pumping has caused severe groundwater management problems, including the abandonment of saline water wells. This study presents multivariate analysis and chemical–isotopic trends in water to investigate seawater intrusion and hydrogeological processes affecting water quality. The chemical and isotopic analysis of water samples, collected in two campaigns in the dry (August 2020) and wet (November 2020) seasons, together with the 1988 data, were evaluated with a mixing model, cluster, and factor analysis. The hydrochemical and isotopic mixing model suggested the formation of a wedge with 20% seawater intrusion. The heterogeneity of piezometric map isolines corroborates the wedge formation associated with the groundwater movement. The spatial distributions of factors, FA1 and FA2, suggest two processes of seawater front movement: dispersion (diffusion) of chemical elements and different types of water mixing, respectively. At the edge of the La Yarada aquifer, the water head was relatively low, permitting seawater and freshwater mixing. On the other hand, along the sea-land boundary, the water head of the La Yarada aquifer was relatively high, avoiding seawater and freshwater mixing; however, the chemical species were migrating from the seawater to the groundwater due to the diffusion processes. The cluster 4 samples are in the region corresponding to the isotopic mixing process represented by the FA2, while cluster 4 describes the chemical diffusion process represented by the FA2. Thus, the integrated approach is helpful to assess the seawater intrusion mechanisms in coastal aquifers in a semi-arid region.

1 January 2022 in Tecnología y ciencias del agua
Verified
Journal Article
Closed access
TGTacna Universidad Nacional Jorge Basadre Grohmann
Tacna Universidad Nacional Jorge Basadre Grohmann
Edwin M. Pino-VargasEdwin M. Pino-Vargas
Edwin M. Pino-Vargas
ECEduardo Abraham Chávarri-Velarde
Eduardo Abraham Chávarri-Velarde
LMLima Universidad Nacional Agraria La Molina
Lima Universidad Nacional Agraria La Molina

18 July 2023 in Water
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Edwin M. Pino-VargasEdwin M. Pino-Vargas
Edwin M. Pino-Vargas
JEJorge Luis Espinoza
Jorge Luis Espinoza
ECEduardo Abraham Chávarri-Velarde
Eduardo Abraham Chávarri-Velarde
JQJavier Alvaro Quille-Mamani
Javier Alvaro Quille-Mamani
EBEusebio Ingol Blanco
Eusebio Ingol Blanco
Groundwater constitutes one of the main sources used to satisfy the water demands of the different users located in a basin. Current groundwater pumping rates in many cases exceed natural recharge, resulting in the overexploitation of aquifers and the deterioration of water quality. Consequently, many aquifer systems in the world have applied and adapted policies to manage the use of groundwater. In this article, we investigate the impacts of groundwater management policies on the Caplina aquifer located in the Atacama Desert, Peru. To evaluate these impacts, we review policies and regulations implemented during the last 40 years. Likewise, more than 25 scientific investigations that were carried out in this aquifer are reviewed and analyzed to understand its hydrodynamics and hydrochemistry, as well as the impact of climate change, among other aspects. The results, based on scientific evidence, show that the current and future conditions of the groundwater of the Caplina aquifer are not sustainable, and likewise, public policies are not effective for reversing this situation. This leads the aquifer system to a situation in which there is a quality degradation of the water, to a point that may be irreversible.

1 September 2019 in Tecnología y ciencias del agua
Verified
Journal Article
Open access
TGTacna Universidad Nacional Jorge Basadre Grohmann
Tacna Universidad Nacional Jorge Basadre Grohmann
Edwin M. Pino-VargasEdwin M. Pino-Vargas
Edwin M. Pino-Vargas
Lia Ramos FernandezLia Ramos Fernandez
Lia Ramos Fernandez
LMLima Universidad Nacional Agraria La Molina
Lima Universidad Nacional Agraria La Molina
OAOscar Avalos
Oscar Avalos
JMJesús Abel Mejía Marcacuzco
Jesús Abel Mejía Marcacuzco

10 March 2023 in Water
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MPMarcelo Portuguez-Maurtua
Marcelo Portuguez-Maurtua
JAJose Luis Arumi
Jose Luis Arumi
ASAlejandra Stehr
Alejandra Stehr
LLLuisoctavio Lagos
Luisoctavio Lagos
ECEduardo Abraham Chávarri-Velarde
Eduardo Abraham Chávarri-Velarde
DRDaniela Rivera-Ruiz
Daniela Rivera-Ruiz
Flash floods, produced by heavy seasonal rainfall and characterized by high speeds and destructive power, are among the most devastating natural phenomena and are capable of causing great destruction in very little time. In the absence of hydrological data, morphometric characterization can provide important information on preventive measures against flash floods. A priority categorization of hydrographic units in the Cañete River basin was carried out using morphometric analysis together with a weighted sum analysis (WSA) based on a statistical correlation matrix. The delineation of the drainage network was performed based on Digital Elevation Model (DEM) data from the Shuttle Radar Topography Mission (SRTM). The Cañete River basin was subdivided into 11 sub-basins, and 15 morphometric parameters were selected. The priority category (very high, high, and moderate) of each sub-basin was assigned according to the value of the composite factor obtained through WSA. The results of this analysis showed that 26.08% of the total area is under a very high flash flood risk (sub-basins 3, 9, and 11), 38.46% is under a high flash flood risk (sub-basins 5, 7, 8, and 10), and 35.45% is under a moderate flash flood risk. This study concludes that flash floods predominate in sub-basin 3 and that downstream areas present characteristics of river flooding (sub-basins 9 and 11).