Detailed Weather Data for Project: KEYS
Date Time TAIR WSPD RELH SRAD
11Jan2018 8 a.m. 52.56 2.79 94.54 4.00
11Jan2018 9 a.m. 38.16 15.15 84.57 41.00
11Jan2018 10 a.m. 32.32 26.67 81.34 21.00
11Jan2018 11 a.m. 29.14 25.24 73.71 43.00
11Jan2018 12 p.m. 27.82 24.02 72.55 76.00
11Jan2018 1 p.m. 26.73 25.59 72.98 73.00
11Jan2018 2 p.m. 25.07 27.46 73.64 82.00
11Jan2018 3 p.m. 25.95 24.54 74.75 54.00
11Jan2018 4 p.m. 27.18 24.40 69.56 105.00
11Jan2018 5 p.m. 25.84 21.79 59.61 91.00
11Jan2018 6 p.m. 24.53 19.30 63.03 12.00
11Jan2018 7 p.m. 26.83 6.61 42.38 0.00
11Jan2018 8 p.m. 21.56 23.09 64.80 0.00
11Jan2018 9 p.m. 21.34 21.03 68.23 0.00
11Jan2018 10 p.m. 20.79 17.68 67.55 0.00
11Jan2018 11 p.m. 21.13 18.18 68.53 0.00
12Jan2018 12 a.m. 20.80 18.49 65.42 0.00
12Jan2018 1 a.m. 20.03 17.35 65.78 0.00
12Jan2018 2 a.m. 19.26 17.72 66.64 0.00
12Jan2018 3 a.m. 18.61 16.23 67.68 0.00
12Jan2018 4 a.m. 17.60 14.14 71.76 0.00
12Jan2018 5 a.m. 17.49 13.16 74.26 0.00
12Jan2018 6 a.m. 16.63 14.10 73.97 0.00
12Jan2018 7 a.m. 15.40 15.74 72.93 0.00
Accuml.
Values 592.77 450.47 1690.21 602.00
Num. Valid
Values 24 24 24 24
Avg. Values 24.70 18.77 70.43 25.08
THE EMPERICAL EQUATIONS REQUIRE THESE PARAMETERS IN THESE UNITS:
SRAD == CAL / SQUARE CENTIMETER
WSPD == KILOMETERS PER DAY
TAIR == DEGREES CELSIUS
RELH == PERCENT
Converted Values -4.06 724.81 70.43 51.76
Now start computations towards evaporation in inches per day
Each intermediate calculation step will be shown.
xcompl = 0.2957
definition: xcompl = 1 - (RELH_avg/100)
TdC = -8.6132
definition: TdC = TAIR_avg - ((14.55 + (0.114*TAIR_avg))*xcompl +pow((2.5 + 0.007*TAIR_avg)*xcompl, 3) + (15.9 +0.117*TAIR_avg)*pow(xcompl, 14))
del_lambda1 = 0.3418
definition: del_lambda1 = pow(1+(0.66/pow(0.00815*TAIR_avg + 0.8912, 7)), -1)
del_lambda2 = 0.6582
definition: del_lambda2 = 1 - del_lambda1
Qn = -0.6041
definition: Qn = 0.00714*SRAD_avg + 0.00000526*SRAD_avg*pow(TAIR_avg+17.8, 1.87) +0.00000394*pow(SRAD_avg, 2) - 0.00000000239*pow(SRAD_avg, 2)*pow(TAIR_avg-7.2, 2) - 1.02
es_ea = 1.3443
definition: es_ea = 33.86 * (pow(0.00738*TAIR_avg + 0.8072, 8) -pow(0.00738*TdC+0.8072, 8))
Ea = 3.2719
definition: Ea = pow(es_ea, 0.88) * (0.42 + 0.0029*WSPD_avg)
Daily Evap: 0.077 inches
definition: Daily Evap = (del_lambda1*Qn + del_lambda2*Ea) / 25.4
Go to Tulsa District Water Control Home Page.