2) The basin area is 138 km² and the limit soil moisture is 111 mm. Using the PET values that you find above, fill the blanks in the chart below and calculate the monthly runoff volumes (The soil moisture at the beginning of the water year is assumed to be 0). PET P SMC SMe AET R Oct Nov 80 50 89 96 Dec Jan Feb 30 20 25 94 67 69 V PET: Potential Evapotranspiration (mm) P: Precipitation (mm) Month Apr May June R: Runoff/flow (mm) V: Runoff /flow volume (million m³) July Aug Sep Mar 45 84 SMC: Soil Moisture Change (mm) SMe: Soil Moisture at the end of the related month (mm) AET: Actual Evapotranspiration (mm) T (°C) 18,82 Apr 45 20,82 24,82 29,82 28,82 21,82 May 56 0.6 0.6 0.8 0.8 0.4 0.4 Jun 42 Jul 34 P 0.07 0.08 0.1 0.1 0.09 0.08 Aug 22 PET 0,0692 0,0834 0,1534 0,1713 0,0755 0,0570 Sep 19
2) The basin area is 138 km² and the limit soil moisture is 111 mm. Using the PET values that you find above, fill the blanks in the chart below and calculate the monthly runoff volumes (The soil moisture at the beginning of the water year is assumed to be 0). PET P SMC SMe AET R Oct Nov 80 50 89 96 Dec Jan Feb 30 20 25 94 67 69 V PET: Potential Evapotranspiration (mm) P: Precipitation (mm) Month Apr May June R: Runoff/flow (mm) V: Runoff /flow volume (million m³) July Aug Sep Mar 45 84 SMC: Soil Moisture Change (mm) SMe: Soil Moisture at the end of the related month (mm) AET: Actual Evapotranspiration (mm) T (°C) 18,82 Apr 45 20,82 24,82 29,82 28,82 21,82 May 56 0.6 0.6 0.8 0.8 0.4 0.4 Jun 42 Jul 34 P 0.07 0.08 0.1 0.1 0.09 0.08 Aug 22 PET 0,0692 0,0834 0,1534 0,1713 0,0755 0,0570 Sep 19
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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