TABEL AJA 2.7
2
Ta bel 4.8 Hasil Analisis Debit Andalan Metode F.J.Mock Sub DAS Kali Pesanggrahan Tahun 2! " o #$A%A" SAT K&T '#(A" JA" F&' MA$ AP$ M&% J#" J#( A)S S&P *KT "*+ D&S I Da ta met e or o lo gi , Hu-a n 'ul an an $ / 001bl n Data ,234 2,3 2 ,54385 ,8536 5 53!! !35, ,35 45325 432! ,,38 ,283 5,34 2 Hari Hu-an n/ hari Data ,5 24 25 ,6 ,5 ,2 5 4 ,2 ,, 2 II Evaporas i Akt ual (E a) 5 &7ao tra ns irasi Potensi al &To/ 001bl n Data ,5235 ! ,,438 ,4 3, 2 ,453! ,,32 8 ,4238 ,,3, ,6388 ,853 ,836 ,3! ,,36 4 Per0ukaan (ahan 9ang Terbuka 0/ : Asu0s i 23 23 23 23 23 23 23 23 23 23 23 23 Koe;isien Areal Ka/ : Hitung 3 3 3 ,3 3 3 ,3 ,53 ,43 3 !3 !3 &7aotrans ira si Te rba tas &e/ 001bl n Hitung 32 386 !3, ,344 !3 83! 24325 2238 232 ,3,4 ,36 ,35 ! &a7otrans ira si Ak tua l &a/ 001bl n 5 < ,23! ,!36 , ,553,, ,4232 ,453! 2 ,5432 5 ,5!328 ,4!38 ,!358 ,838 , ,4438 ,4,32! II I Keseimbangan Ai r 8 Keseimbanga n Air (ΔS/ 001bl n , < 8 3!, 4,53, ,3!2 4,3! <!636 <5365 <,2362 <,43 <,,23,, <423!5 <,32 ,!43,6 6 (i0asan 'adai PF=:/ PF > $ 3 3 3 3 53,6 532 382 23, 232 38 345 3 , Ka ndu ngan A ir Tanah SS/ 001bl n Data 3 3 3 3 <853,4 <!344 <,2,3!4 <,3!2 <,,435! <4834 <2238 3 ,, Ka as itas Ke le0bab an T an ah 001bl n Data 23 23 23 23 <853,4 <!344 <,2,3!4 <,3!2 <,,435! <4834 <2238 23 ,2 Kelebihan Air ?S/ 001bl n 8 < 6 3!, 4,53, ,3!2 4,3! 53,6 532 382 23, 232 38 345 ,!43,6 IV Limp asan dan Peny impa nan Air Ta nah ,5 Koe;isien %n;iltrasi i/ Asu0s i 34 34 34 34 34 34 34 34 34 34 34 34 ,4 Koe;isien $esesi Air Tanah k/ Asu0s i 3 3 3 3 3 3 3 3 3 3 3 3 , %n ;i l tr a si % / 001bl n ,2 > ,5 352 ,836 3!! ,83! ,345 ,38 35! 36! ,32 23, 2386 !8356 , +olu0e Air Tanah )/ Htiung 32 ,483! 2 32 ,3 ,3, ,32! 326 3!8 38, 236 235, 23!, ,! Pen9i0anan Air Tanah A@al Terkoreksi (/ Hitung 3 3 3 3 3 3 3 3 3 3 3 3 ,8 +olu0e Pen9i0anan +n/ ,!,8 32 283! 2 32 !3 ,3, ,32! 326 3!8 38, 236 235, ,223!, ,6 Perubahan +olu0e Air Tanah B+n/ Hitung <563! ,83! 2 <56358 <23 <5838 <583!5 <563!, <56322 <563,6 <5!36, <5!36 223!, 2 Aliran Dasar 'F/ 001bl 2, < 2 43 !!3,8 43, 453! 4326 4352 43! 43,6 432 432 438 38
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Transcript of TABEL AJA 2.7
Tabel 4.8 Hasil Analisis Debit Andalan Metode F.J.Mock Sub DAS Kali Pesanggrahan Tahun 2007NoURAIANSATKETBULAN
JANFEBMARAPRMEIJUNJULAGSSEPOKTNOVDES
IData meteorologi
1Hujan Bulanan (R)mm/blnData126,46521,02134,83183,9363,7770,3116,3643,2345,27116,08128,55315,46
2Hari Hujan (n)hariData132423191312354121125
IIEvaporasi Aktual (Ea)
3Evapotranspirasi Potensial (ETo)mm/blnData132,37114,80140,12143,70151,28142,80161,51169,88183,00168,95155,70151,90
4Permukaan Lahan yang Terbuka (m)%Asumsi20,0020,0020,0020,0020,0020,0020,0020,0020,0020,0020,0020,00
5Koefisien Areal (Ka)%Hitung5,006,005,001,005,006,0015,0013,0014,006,007,007,00
6Evapotranspirasi Terbatas (Ee)mm/blnHitung6,626,897,011,447,568,5724,2322,0825,6210,1410,9010,63
7Epavotranspirasi Aktual (Ea)mm/bln3 - 6125,75107,91133,11142,26143,72134,23137,28147,80157,38158,81144,80141,27
IIIKeseimbangan Air
8Keseimbangan Air (S)mm/bln1 - 80,71413,101,7241,67-79,95-63,93-120,92-104,56-112,11-42,73-16,25174,19
9Limpasan Badai (PF=5%)PF x R0,000,000,000,003,193,520,822,162,265,806,430,00
10Kandungan Air Tanah (SS)mm/blnData0,000,000,000,00-83,14-67,44-121,74-106,72-114,37-48,54-22,680,00
11Kapasitas Kelembaban Tanahmm/blnData200,00200,00200,00200,00-83,14-67,44-121,74-106,72-114,37-48,54-22,68200,00
12Kelebihan Air (WS)mm/bln8 - 90,71413,101,7241,673,193,520,822,162,265,806,43174,19
IVLimpasan dan Penyimpanan Air Tanah
13Koefisien Infiltrasi (i)Asumsi0,450,450,450,450,450,450,450,450,450,450,450,45
14Koefisien Resesi Air Tanah (k)Asumsi0,600,600,600,600,600,600,600,600,600,600,600,60
15Infiltrasi (I)mm/bln12 x 130,32185,900,7718,751,431,580,370,971,022,612,8978,39
16Volume Air Tanah (G)Htiung0,25148,720,6215,001,151,270,290,780,812,092,3162,71
17Penyimpanan Air Tanah Awal Terkoreksi (L)Hitung60,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,00
18Volume Penyimpanan (Vn)17+1860,25208,7260,6275,0061,1561,2760,2960,7860,8162,0962,31122,71
19Perubahan Volume Air Tanah (Vn)Hitung-39,75108,72-39,38-25,00-38,85-38,73-39,71-39,22-39,19-37,91-37,6922,71
20Aliran Dasar (BF)mm/bln21 - 2540,0677,1840,1543,7540,2940,3240,0740,1940,2040,5240,5855,68
21Limpasan Langsung (DRo)mm/blnHitung0,39227,210,9422,924,945,451,273,353,519,009,9695,80
22Total Limpasan (TRo)mm/bln20 + 2140,45304,3941,1066,6745,2345,7741,3443,5543,7149,5250,54151,48
23Luas Daerah Aliran Sungai (A)km2Data112,06112,06112,06112,06112,06112,06112,06112,06112,06112,06112,06112,06
24Debit Sungai Tersedia (Q)m3/detHitung1,6914,101,722,881,891,981,731,821,892,072,196,34
