TY - GEN
T1 - Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
AU - Gutierrez, Ruben Esau Mogrovejo
AU - Gutierrez, Efrain Jhiaromir Contreras
AU - Gutierrez, Luis Fernando Miranda
N1 - Publisher Copyright:
© 2023 IEEE.
PY - 2023
Y1 - 2023
N2 - The purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel, well-graded gravels were obtained, and with the geological study, Andesite rock was identified. Furthermore, the hydrological study yielded an intensity of 227.33 mm/h for a 15-minute duration and a 100-year return period. Additionally, a topographic survey was conducted using the Phantom 4 RTK drone, obtaining 149,354 UTM 18S topographic points. The application of the hydrogeological model resulted in a seepage rate of 0.0002 l/s without drain installation. With the subdrain installed, a seepage rate of 878.1 l/s was achieved, indicating that the flow is directed towards the drainage system. Thus, the drain is functioning based on the input parameters in the software.
AB - The purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel, well-graded gravels were obtained, and with the geological study, Andesite rock was identified. Furthermore, the hydrological study yielded an intensity of 227.33 mm/h for a 15-minute duration and a 100-year return period. Additionally, a topographic survey was conducted using the Phantom 4 RTK drone, obtaining 149,354 UTM 18S topographic points. The application of the hydrogeological model resulted in a seepage rate of 0.0002 l/s without drain installation. With the subdrain installed, a seepage rate of 878.1 l/s was achieved, indicating that the flow is directed towards the drainage system. Thus, the drain is functioning based on the input parameters in the software.
KW - Filtration
KW - Geotechnics
KW - Groundwater
KW - Hydrogeology
UR - https://www.scopus.com/pages/publications/85179555344
U2 - 10.1109/CONIITI61170.2023.10324146
DO - 10.1109/CONIITI61170.2023.10324146
M3 - Contribución a la conferencia
AN - SCOPUS:85179555344
T3 - 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
BT - 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
A2 - Triana, Jenny Paola Hernandez
PB - Institute of Electrical and Electronics Engineers Inc.
T2 - 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023
Y2 - 4 October 2023 through 6 October 2023
ER -