TY - GEN
T1 - Hydrological simulation using two high-resolution satellite precipitation products to generate hourly discharge rates in the Rimac Basin, Peru
AU - Astorayme, Miguel A.
AU - Felipe, Oscar
N1 - Publisher Copyright:
© ASCE.
PY - 2019
Y1 - 2019
N2 - The following article pertains to use the first observed hourly precipitation records and estimated by satellites, such as: global precipitation measurement—GPM (0.1°×0.1°) and the remotely sensed information using artificial neural networks—PERSIANN (0.04°×0.04°) for the flow simulation. For the modelling process, the GR4H included in airGR package was used, which is a free code developed in R. The calibration processes were carried out considering hydrological temporary simulation frame (1h, 3h, …, 24h; where: h=hour). The study area was the humid Rimac River basin, located 50 km from the city of Lima. This basin was selected because it concentrates the largest meteorological and hydrological hourly information around the country. The obtained results suggest that the maximum efficiency is located in modelling scales from 3 to 9 hours with efficiencies within the range [0.5–0.7] from the Nash coefficient. Moreover, it was determined that the product GPM shows a higher efficiency in the representation of the hourly flood hydrographs in the basin.
AB - The following article pertains to use the first observed hourly precipitation records and estimated by satellites, such as: global precipitation measurement—GPM (0.1°×0.1°) and the remotely sensed information using artificial neural networks—PERSIANN (0.04°×0.04°) for the flow simulation. For the modelling process, the GR4H included in airGR package was used, which is a free code developed in R. The calibration processes were carried out considering hydrological temporary simulation frame (1h, 3h, …, 24h; where: h=hour). The study area was the humid Rimac River basin, located 50 km from the city of Lima. This basin was selected because it concentrates the largest meteorological and hydrological hourly information around the country. The obtained results suggest that the maximum efficiency is located in modelling scales from 3 to 9 hours with efficiencies within the range [0.5–0.7] from the Nash coefficient. Moreover, it was determined that the product GPM shows a higher efficiency in the representation of the hourly flood hydrographs in the basin.
KW - GPM
KW - GR4H
KW - Hourly discharge
KW - Hydrological simulation
KW - PERSIANN
UR - http://www.scopus.com/inward/record.url?scp=85067206519&partnerID=8YFLogxK
U2 - 10.1061/9780784482339.029
DO - 10.1061/9780784482339.029
M3 - Conference contribution
AN - SCOPUS:85067206519
T3 - World Environmental and Water Resources Congress 2019: Watershed Management, Irrigation and Drainage, and Water Resources Planning and Management - Selected Papers from the World Environmental and Water Resources Congress 2019
SP - 281
EP - 292
BT - World Environmental and Water Resources Congress 2019
A2 - Scott, Gregory F.
A2 - Hamilton, William
PB - American Society of Civil Engineers (ASCE)
T2 - 19th World Environmental and Water Resources Congress 2019: Watershed Management, Irrigation and Drainage, and Water Resources Planning and Management
Y2 - 19 May 2019 through 23 May 2019
ER -