The document contains calculations of predicted precipitation (PP) levels along contour lines at different cotas or elevations using the equation Y = -0.0059ln(X) + 28.144. It performs these calculations for contour lines at 200, 400, 600, 800, 1000, and 1200 cotas and determines the predicted precipitation is 28.112 mm, 28.108 mm, 28.106 mm, 28.104 mm, 28.103 mm, and 28.102 mm respectively.
1. 𝑌 = −0.0059𝑙𝑛( 𝑋) + 28.144
CALCULO DE LA PRECIPITACIÓN EN LA CURVA DE NIVEL CON COTA 200
Y = -0.0059 ln (x) + 28.144
Y = -0.0059 ln (200) + 28.144
Y = 28.112
𝑃𝑃 𝑚200= 28.112 mm
CALCULO DE LA PRECIPITACIÓN EN LA CURVA DE NIVEL CON COTA 400
Y = -0.0059 ln (x) + 28.144
Y = -0.0059 ln (400) + 28.144
Y = 28.108
𝑃𝑃 𝑚400= 28.108 mm
CALCULO DE LA PRECIPITACION EN LA CURVA DE NIVEL CON COTA 600
𝑌 = −0.0059𝑙𝑛( 𝑋) + 28.144
Y = -0.0059 ln (400) + 28.144
𝑌 = 28.106
𝑃𝑃𝑚600 = 28.106 𝑚𝑚
CALCULO DE LA PRECIPITACION EN LA CURVA DE NIVEL CON COTA 800
𝑌 = −0.0059𝑙𝑛( 𝑋) + 28.144
𝑌 = −0.0059𝑙𝑛(800) + 28.144
𝑌 = 28.104
𝑃𝑃𝑚800 = 28.104 𝑚𝑚
CALCULO DE LA PRECIPITACION EN LA CURVA DE NIVEL CON COTA 1000
𝑌 = −0.0059𝑙𝑛( 𝑋) + 28.144
𝑌 = −0.0059𝑙𝑛(1000) + 28.144
𝑌 = 28.103
2. 𝑃𝑃𝑚1000 = 28.103 𝑚𝑚
CALCULO DE LA PRECIPITACION EN LA CURVA DE NIVEL CON COTA 1200
𝑌 = −0.0059𝑙𝑛( 𝑋) + 28.144
𝑌 = −0.0059 ln(1200) + 28.144
𝑌 = 28.102
𝑃𝑃𝑚1200 = 28.102 𝑚𝑚