TY - GEN
T1 - Optimization of the dimensions of the Tablachaca sand trap dam with the application of HEC-RAS in Peru
AU - Guillen, Carlos Banos
AU - Aguila, Juan Diego Guerra Del
AU - Gutierrez, Ruben Mogrovejo
N1 - Publisher Copyright:
© 2023 IEEE.
PY - 2023
Y1 - 2023
N2 - This article will detail the steps to model a sand trap in the HEC-RAS software and once modeled, which variables can be modified to obtain greater decantation of particles in the sand trap. The sand trap to be modeled is the one found in the Tablachaca dam. In the first place, the process of designing a sand trap and the variables involved will be explained. Then, it will be explained which variables of the sand trap and contour (environment) intervene in the modeling, to develop the numerical modeling in the HEC-RAS software. It has been determined that the sand trap is divided into 4 naves, each approximately 9 meters wide and 120 meters long, and, for modeling, it was decided to model a single nave. Data on the granulometry of the sediments and flows that reach the Tablachaca dam were obtained from previous works. When modeling the sand trap in HEC-RAS, there is a sedimentation layer of approximately 2.54 centimeters on the side closest to the dam (downstream).
AB - This article will detail the steps to model a sand trap in the HEC-RAS software and once modeled, which variables can be modified to obtain greater decantation of particles in the sand trap. The sand trap to be modeled is the one found in the Tablachaca dam. In the first place, the process of designing a sand trap and the variables involved will be explained. Then, it will be explained which variables of the sand trap and contour (environment) intervene in the modeling, to develop the numerical modeling in the HEC-RAS software. It has been determined that the sand trap is divided into 4 naves, each approximately 9 meters wide and 120 meters long, and, for modeling, it was decided to model a single nave. Data on the granulometry of the sediments and flows that reach the Tablachaca dam were obtained from previous works. When modeling the sand trap in HEC-RAS, there is a sedimentation layer of approximately 2.54 centimeters on the side closest to the dam (downstream).
KW - dam
KW - granulometry
KW - improvement of sedimentation
KW - Sand trap
KW - sediments
UR - https://www.scopus.com/pages/publications/85179548960
U2 - 10.1109/CONIITI61170.2023.10324115
DO - 10.1109/CONIITI61170.2023.10324115
M3 - Contribución a la conferencia
AN - SCOPUS:85179548960
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 -