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This study investigates the influence of climate variability, particularly the ENSO phenomenon, on water resources in Ecuador, focusing on hydroelectric energy production and drought impacts. By analyzing rainfall anomalies, correlations with sea surface temperature (SST) in key Niño regions, and the relationship between the Southern Oscillation Index (SOI) and rainfall anomalies, we aim to understand the dynamics affecting water supply and hydroelectric production at the Paute River. Insights from this research are essential for water resource management in the context of climate change.
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INFLUENCE OF CLIMATE VARIABILITY ON WATER RESOURCES IN ECUADOR: A CASE STUDY OF HYDROELECTRIC PRODUCTION & DROUGHTS WATER RESOURCES PROJECT:
Coordinators: Edison Heredia-CalderónRemigio H. Galarraga-Sánchez Participants: Alexandre Gagnon Andrea Ray Claudine Dereczynski Giampaolo Orlandoni Ileana Mora Marcos Costa Patricia Jaime Simone Ferraz Thomas Pagano
Identification of ENSO signal on the climate of Ecuador • Calculate rainfall anomalies in terms of variancePA = P – P • p • where • P : mean precipitation • p: standard deviation of precipitation • Monthly precipitation anomalies correlated with SST anomalies in region • SST in region Niño1+2, Niño 3, and Niño 4 • SOI
The Relationship Between SOI and Rainfall Anomalies in Portoviejo
SST in Region Niño 1+2 versus Rainfall Anomalies in Portoviejo
SST in Region Niño 3 versus Rainfall Anomalies in Portoviejo
SSTA Niño 1+2 versus rainfall anomalies in Portoviejo
Correlation Between Strong El Niño versus Rainfall Anomalies in Coastal Ecuador
Niño4 SST Anomaly Sep-Dec versus Jan-Aug Cumulative Streamflow at Paute 1968-95
North Atlantic SSTA Feb-Mar-Apr Average correlated with Jan-Aug Cumulative Streamflow at Paute
Hydroelectric power production at Paute river • Mean yearly inflow discharge for normal, dry and wet years. • Cumulated mass (discharge and volume) x inflow volumes for wet, dry and normal years
DAILY ENERGY PRODUCTION, INFLOW AND RESERVOIR ELEVATION (OCT, 1995)
RAINFALL - RUNOFF MODEL " N L C " DEFINITION OF THE MODEL • NLC is aimed at simulation of outflow from natural catchments. conceptual model consisting of storage (linear and nonlinear) elements. • NLC represents a single, two-component, rainfall-runoff model capable of modeling groundwater flow and direct runoff. • NLC is a lumped type MODE the input into the model is total rainfall over the catchment in each time interval.
Input Data • Rainfall is provided at each simulation step. It could be supplied in two ways: - up to ten rain gauges - areal averages. • Calibration procedure is not part of the package. Trial-and-error procedure must be used.
MODEL VARIABLES • PA input precipitation (mm) • ETP evapotranspiration (mm) • PE effective precipitation (mm) • Qs direct runoff (m3/s) • GI groundwater input (m3/s) • Qg groundwater runoff (m3/s) • Q total runoff (m3/s) • QDD deep percolation (mm) • parameters of the unsaturated zone - ENN maximum water holding capacity (mm) - EF actual water content (mm) • Other parameters
M050 ARENALES - COLA DE SAN PABLO PRECIPITACION MEDIA
M067 CUENCA AEROPUERTO PRECIPITACION MEDIA
M541 COCHAPAMBA QUINGEO PRECIPITACION MEDIA
M418 CUMBE PRECIPITACION MEDIA
M138 PAUTE PRECIPITACION MEDIA