MBRS Watershed Hydrology Río Motagua, Río Chamelecón and Río Ulúa Paul Kirshen & Ned Spang.
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MBRS Watershed Hydrology Río Motagua, Río Chamelecón and Río Ulúa Paul Kirshen & Ned Spang Watersheds “an area of land within which all waters flow to a single river system” ---Heathcote 1998 “the specific land area that drains water into a river system or other body of water” ---The World Bank Features of a Typical Watershed Overland flow Groundwater flow Reef Countries: Guatemala, Honduras Watershed Area: 12,670km2 Río Motagua Guatemala: 10,529 km2 Honduras: 2,141km^2 Average Annual Precipitation: 1,400 mm Length: 487 km Average Discharge: 530m^3/sec Source: Gulf of Honduras: Preliminary Transboundary Diagnostic Analysis, Final Draft (August 2003) Abt Associates/ Woods Hole Group, Global Environment Facility--InterAmerican Development Bank Project Development Facility (PDF-B), pp. 5-6. Photo Source: www.guate360.com/galeria/postcards.php Río Motagua: Monthly Flow Hydrograph - 2004 (Morales) Average Flow (m^3/s) 600.00 500.00 400.00 300.00 200.00 100.00 0.00 Ja y ar u n y ar u br e F ch ar M ril p A ay M n Ju e ly Ju st u g Au be m e pt e S r er er er b b b o ct em em O ec ov D N M onth Resumen De Estaciones Hidrometricas De La Republica De Guatemala, (2005) INSIVUMEH, Guatemala. Río Motagua: Water Use/Availability Source: Vorosmarty, C. J., P. Green, J. Salisbury and R. B. Lammers. 2000. Global water resources: vulnerability from climate change and population growth, Science, 289: 284-288. Water Quality Stations Station 1a Rio Hondo: -Station 1a Rio Motagua: -Gualán Gualan Puente Orellan a -Puente Orellana Lead in Río Motagua Gualan Puente Orellana 0.5 Lead (mg/L) Río Motagua: Water Quality 0.6 0.4 0.3 0.2 0.1 Sampling Date 10-Oct-03 02-Sep-03 05-Aug-03 08-Jul-03 06-Jun-03 06-May-03 08-Apr-03 07-Mar-03 04-Feb-03 Source: adapted from “Calidad de Agua de los Rios de La Republica de Guatemala” (December 2003), INSIVUMEH, Guatemala Drinking Water Quality Standard (USA) Phosphate – P 1.8 Phosphate-P (mg P/L) Río Motagua: Water Quality 2 Gualan Puente Orellana 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0.2 Eutrophic (0.05 mg/L) Sampling Date 10-Oct-03 02-Sep-03 05-Aug-03 08-Jul-03 06-Jun-03 06-May-03 08-Apr-03 07-Mar-03 Source: adapted from “Calidad de Agua de los Rios de La Republica de Guatemala” (December 2003), INSIVUMEH, Guatemala 04-Feb-03 0.0 Río Motagua: Water Quality 3 Total Dissolved Solids Turbidity 7000 Gualan Puente Orellana Gualan Puente Orellana 6000 300 Turbidity (NTU) Total Dissolved Solids (mg/L) 350 250 200 4000 3000 Chronic ecosystem effects threshold 2000 1000 Weak untreated domestic wastewater 150 5000 0 Sampling Date 10-Oct-03 02-Sep-03 05-Aug-03 08-Jul-03 06-Jun-03 06-May-03 08-Apr-03 07-Mar-03 04-Feb-03 10-Oct-03 02-Sep-03 05-Aug-03 08-Jul-03 06-Jun-03 06-May-03 08-Apr-03 07-Mar-03 04-Feb-03 100 Sampling Date Source: adapted from “Calidad de Agua de los Rios de La Republica de Guatemala” (December 2003), INSIVUMEH, Guatemala Río Motagua: Water Quality 4 Dissolved Oxygen Saturation (%) Dissolved Oxygen (mg/L) 7 90 6 5 4 Gualan Puente Orellana 80 Oxygen Saturation (%) Dissolved Oxygen (mg/L) Gualan Puente Orellana 70 60 50 40 3 30 2 Sampling Date 10-Oct-03 02-Sep-03 05-Aug-03 08-Jul-03 06-Jun-03 06-May-03 08-Apr-03 07-Mar-03 04-Feb-03 10-Oct-03 02-Sep-03 05-Aug-03 08-Jul-03 06-Jun-03 06-May-03 08-Apr-03 07-Mar-03 04-Feb-03 20 Sampling Date Source: adapted from “Calidad de Agua de los Rios de La Republica de Guatemala” (December 2003), INSIVUMEH, Guatemala Motagua: Conclusions Findings & Stresses: Sufficient water quantity to meet needs Natural hydrology: peak rainfall conducive to high levels of erosion Even the limited water quality shows water quality stress and the value of water quality sampling Potential exists for future water quality problems from point and non-point source threats Climate Change? Interventions: Expand water quantity and quality monitoring Manage land use to respond to present and potential water quality threats Ensure effective management of wastewater Harmonization of transboundary water management Río Chamelecón Countries: Honduras Watershed Area: 4,350 km^2 Average Annual Precipitation: 1,445 mm/yr Length: 256 km Average Discharge: ~370m^3/sec Source: Gulf of Honduras: Preliminary Transboundary Diagnostic Analysis, Final Draft (August 2003) Abt Associates/ Woods Hole Group, Global Environment Facility--Inter-American Development Bank Project Development Facility (PDF-B), pp. 5-6. Image Source: pr.water.usgs.gov/public/ rt/hn/chamelecon.html Río Chamelecón: Monthly Precipitation Average Precipitation (mm) 250 200 150 100 50 m be r r ec e D ov em be er N O ct ob Se pt em be r Au gu st y Ju l e Ju n M ay Ap ril M ar ch Fe br ua ry Ja n ua ry 0 M onth Source: Adapted from GIS Data Disc Provided By Secretaría de Agricultura (SAG), Honduras Average Flow (m^3/s) Río Chamelecón: Monthly Flow Hydrograph (Chamelecón) 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 Ja ry a nu F ry a ru b e ch r a M l A i pr M ay ne u J ly Ju A st u ug S r be m te p e er er er b b b o ct em em c v O e o D N Month Source: Secretaria de Recursos Naturales y Ambiente (SERNA), Direccion General de Recursos Hidricos, Departamento de Servicios Hidrologicos y Climatologicos (1972-1992) Río Chamelecón: Water Use/Availability Source: Vorosmarty, C. J., P. Green, J. Salisbury and R. B. Lammers. 2000. Global water resources: vulnerability from climate change and population growth, Science, 289: 284-288. Río Chamelecón: Conclusions Findings & Stresses: Sufficient water quantity to meet needs Significant lack of water quality data Potential exists for future water quality problems from point and non-point source threats Natural hydrology: peak rainfall conducive to high levels of erosion Climate Change? Interventions: Develop effective water quality monitoring programs Maintain consistent water quantity monitoring Manage land use to respond to potential water quality threats Ensure effective management of wastewater Río Ulúa Countries: Honduras Watershed Area: 21,230 km^2 Average Annual Precipitation: 1,510 mm/yr Length: 358 km Average Discharge: ~690 m^3/sec Source: Gulf of Honduras: Preliminary Transboundary Diagnostic Analysis, Final Draft (August 2003) Abt Associates/ Woods Hole Group, Global Environment Facility--Inter-American Development Bank Project Development Facility (PDF-B), pp. 5-6. Photo Source: http://trurl.acusd.edu/~najmici/zdjecia/pan_am/h_barbara1.jpg Río Ulúa: Monthly Precipitation Average Precipitation (mm) 300 250 200 150 100 50 ov em be r D ec em be r er N O ct ob Se pt em be r Au gu st y Ju l e Ju n M ay Ap ril M ar ch Fe br ua ry Ja n ua ry 0 Month Source: Adapted from GIS Data Disc Provided By Secretaría de Agricultura (SAG), Honduras Río Ulúa: Monthly Flow Hydrograph (Ulúa en Chinda) Average Flow (m^3/s) 600.00 500.00 400.00 300.00 200.00 100.00 Au gu st Se pt em be r O ct ob er N ov em be r D ec em be r Ju ly Ju ne ay M Ap ril ar ch M Ja nu ar y Fe br ua ry 0.00 Month Source: Secretaria de Recursos Naturales y Ambiente (SERNA), Direccion General de Recursos Hidricos, Departamento de Servicios Hidrologicos y Climatologicos (1972-1992) Río Ulúa: Water Use/Availability Source: Vorosmarty, C. J., P. Green, J. Salisbury and R. B. Lammers. 2000. Global water resources: vulnerability from climate change and population growth, Science, 289: 284-288. Río Ulúa: Conclusions Findings & Stresses: Sufficient water quantity to meet needs in most areas Significant lack of water quality data Potential exists for future water quality problems from point and non-point source threats Natural hydrology: peak rainfall conducive to high levels of erosion Climate Change? Interventions: Plan for potential supply/demand imbalance in eastern portion of the watershed Develop effective water quality monitoring programs Maintain consistent water quantity monitoring Manage land use to respond to potential water quality threats Ensure effective management of wastewater Motagua, Chamelecón and Ulúa: Hydrograph 500.00 400.00 Motagua 300.00 Chamelecon Ulua 200.00 100.00 y Au gu Se st pt em be r O ct ob er N ov em be D r ec em be r Ju l e Ju n M ay Ap ril M ar ch ar y Fe br u ua ry 0.00 Ja n Average Flow (m^3/s) 600.00 M onth