4. Use the water-balance equation, Q = (P-EI)A, to calculate evapotranspiration in mm/year and the standard error (GEI) in this calculation for the Mekong River, Thailand. Show your work. If you have difficulty with the unit conversions, see the example in the posted video and refer to the Unit Conversions website linked in this module. Watershed Connecticut River, USA Yukon River, Canada & USA Euphrates River, Iraq Mekong River, Thailand Area, A (km²) 20,370 932,400 261,100 663,000 Average P (mm/yr) 1,100 570 300 1,460 Relative Error, & (%) 10 20 10 15 Average Q (m³/s) 386 5,100 911 13,200 Relative Error, & (%) 5 10 10 5
4. Use the water-balance equation, Q = (P-EI)A, to calculate evapotranspiration in mm/year and the standard error (GEI) in this calculation for the Mekong River, Thailand. Show your work. If you have difficulty with the unit conversions, see the example in the posted video and refer to the Unit Conversions website linked in this module. Watershed Connecticut River, USA Yukon River, Canada & USA Euphrates River, Iraq Mekong River, Thailand Area, A (km²) 20,370 932,400 261,100 663,000 Average P (mm/yr) 1,100 570 300 1,460 Relative Error, & (%) 10 20 10 15 Average Q (m³/s) 386 5,100 911 13,200 Relative Error, & (%) 5 10 10 5
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
Related questions
Question
Transcribed Image Text:4. Use the water-balance equation, Q = (P-EI)A, to calculate evapotranspiration in mm/year and the
standard error (GEI) in this calculation for the Mekong River, Thailand. Show your work. If you have
difficulty with the unit conversions, see the example in the posted video and refer to the Unit
Conversions website linked in this module.
Watershed
Connecticut River, USA
Yukon River, Canada & USA
Euphrates River, Iraq
Mekong River, Thailand
Area, A (km²)
20,370
932,400
261,100
663,000
Average P
(mm/yr)
1,100
570
300
1,460
Relative Error, &
(%)
10
20
10
15
Average Q
(m³/s)
386
5,100
911
13,200
Relative Error, &
(%)
5
10
10
5
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