Saran - KESIMPULAN DAN SARAN

BAB V KESIMPULAN DAN SARAN

B. Saran

1. Untuk mendapatkan perhitungan desain yang benar-benar akurat, maka pemakaian metode perhitungan harus benar-benar tepat dengan kondisi yang ada. Disamping itu data-data yang digunakan dalam perhitungan juga haruslah dianalisis secara teliti dengan menggunakan berbagai macam teori yang ada.

2). Pembangunan bendungan ini harus benar-benar melalui tahap perencanaan yang matang sehingga tujuan pembangunannya dapat benar- benar tercapai dan mampu memenuhi apa yang dibutuhkan oleh masyarakat.

164

169 174

179

169

174

179

184 189 194

199

204 184

189 194

199 209

214 219

204 219

209

CFRD

Right Main canal

Tunnel Outlet

Spillway Plunge Pool Emergency Realse Channel

Siphon Jetty

Trash Boom

Jembatan

Parapet Wall

Accesa Stair

34,00 m

El. 215,55

El. 268,44 PRODI TEKNIK PENGAIRAN

FAKULTAS TEKNIK

STUDI PERENCANAAN INTAKE BENDUNGAN PONRE-PONRE KABUPATEN BONE

NAMA PEMBIMBING :

1. Fausiah Latief ST., MT

2. DR. Ir. H. Abd. Rahim Nanda, M.T.

NAMA GAMBAR :

BANGUNAN INTAKE NURHIKMAH HIDAYANTI 105811118617

RISKA RAHAYU 105811119117 NAMA MAHASISWA :

Jalan Sultan Alauddin No. 259 Tlp (0411) 866972, Fax, (0411) 865588 Makassar 90221

UNIVERSITAS MUHAMMADIYAH MAKASSAR

JUDUL :

NO. GAMBAR : SKALA GAMBAR :

1 : 50

BANGUNAN INTAKE

1 : 50

Pipa Udara

1,8

R = 1,5 52,89

STUDI PERENCANAAN INTAKE BENDUNGAN PONRE-PONRE KABUPATEN BONE

NAMA PEMBIMBING :

1. Fausiah Latief ST., MT

2. DR. Ir. H. Abd. Rahim Nanda, M.T.

NAMA GAMBAR :

POTONGAN MEMANJANG INTAKE NURHIKMAH HIDAYANTI 105811118617

RISKA RAHAYU 105811119117 NAMA MAHASISWA :

JUDUL :

NO. GAMBAR : SKALA GAMBAR :

1 : 50 EL. 170

EL. 185 EL. 200 EL. 215 EL. 230 EL. 245 EL. 260

EL. 275

43.02 14.11 8.7

9 13 6 48.3 9

8.5 4 9

13.5 23

EL. 215.55

EL. 268.44

EL. 215.55

L lea

Cortain Grout Sub-Cortain Grout

Gate House

Diasumsikan Garis Batu

Disumsikan Garis Batu Lapuk Permukaan Tanah Asli

Poros Gerbang

Diameter Dalam D: 1.5

543.5830

Saluran Masuk Saluran Keluar Struktur Outlet Saluran Rilis Darurat

90.7000 1219.2763

Struktur Outlet

STUDI PERENCANAAN INTAKE BENDUNGAN PONRE-PONRE KABUPATEN BONE

NAMA PEMBIMBING :

1. Fausiah Latief ST., MT

2. DR. Ir. H. Abd. Rahim Nanda, M.T.

NAMA GAMBAR :

DETAIL INTAKE NURHIKMAH HIDAYANTI 105811118617

RISKA RAHAYU 105811119117 NAMA MAHASISWA :

JUDUL :

NO. GAMBAR : SKALA GAMBAR :

1 : 20

43.02 14.11 8.7

604.3899

Saluran Masuk

13.5 8.5

Saluran Rilis Darurat Struktur Outlet

EL. 268.44

Detail A Detail B

Detail C Detail D

Sub-Cortain Grout Poros Gerbang

102

Pradnya Paramita.

Soemarto, CD. 1999. Hidrologi Teknik. Jakarta : Erlamgga.

Soewarno. 1995. Hidrologi Aplikasi Metode Statistik Untuk Analisa Data.

Bandung : Nova.

Loebis, J. 1984. Banjir Rencana untuk Bangunan Air. Jakarta : Departemen PU

Nisa, A., dkk. 2008. Perencanaan Detail Bendungan UNDIP Sebagai Pengendali Banjir Pada Banjir Kanal Timur. Semarang : F. Teknik Sipil UNDIP

Soedibyo. 1993. Teknik Bendungan. Jakarta : PT. Pradnya Paramita.

Soemarto, CD. 1987. Hidrologi Teknik. Surabaya : Usaha Nasional.

Sosrodarsono, dkk. 1983. Hidrologi Untuk Pengairan. Jakarta : PT Abadi.

Sosrodarsono, & Nakazawa. (2000). Mekanika Tanah dan Teknik Pondasi Cetakan Ke 7. Jakarta: Pradya Paramita

Peraturan Pemerintah (PP) Tentang Bendungan. (2010). Diakses pada 27 Agustus 2021, dari https://peraturan.bpk.go.id/Home/Details/5049 Gunawan, S. 2011. Evaluasi perencanaan bendung pada sungai ular

kabupaten deli serdang propinsi sumatera utara (studi kasus).

Medan: F. Teknik Sipil Universitas Sumatera Utara

Desta, M. 2017. Perencanaan ulang bangunan pengambilan Tipe Menara bulat Menggunakan Pondasi Bored Pile pada Bendungan Logung Kabupaten kudus Jawa Tengah, Malang: F.Teknik Sipil Universitas Negeri Malang.

Hadihardjaja, J. (1997) Irigasi dan Bangunan Air. Edited by S. S.K.Jakarta:

Penerbit Gunadarma.

Mutaqi, c.j. dkk. (2019). Perencaaan Bendungan Gajah Borong, Semarang:

Fakultas Teknik Sipil Universitas Diponegoro Semarang.

Triatmodjo, B. (2008) Hidrologi Terapan. Yogyakarta: BETA OFFSET. Hardiyatmo, H. C. (2015). Analisis dan Perancangan Fondasi II , Edisi

Ketiga. Yogyakarta: Gadjah Mada University Press.

Lampiran 1

Tabel Penman I Hubungan Suhu (t)

dengan ℇγ, w, dan f(t)

4,0 8,10 0,48 11,70

5,0 8,70 0,50 11,85

5,0 8,30 0,51 12,00

7,0 10,00 0,53 12,20

8,0 10,7 0,54 12,4

9,0 11,50 0,555 12,55

10,0 12,30 0,570 12,70

11,0 13,15 0,585 12,90

12,0 14,00 0,600 13,10

13,0 15,05 0,610 13,30

14,0 16,10 0,620 13,50

15,0 17,15 0,635 13,65

16,0 18,20 0,650 13,80

17,0 19,40 0,660 14,00

18,0 20,60 0,670 14,20

19,0 22,00 0,685 14,40

20,0 23,40 0,700 14,60

21,0 24,90 0,710 14,80

22,0 26,40 0,720 15,00

23,0 28,10 0,730 15,27

24,0 29,80 0,740 15,54

25,0 31,70 0,750 15,72

26,0 33,60 0,760 15,90

27,0 35,70 0,770 16,10

28,0 37,80 0,780 16,30

29,0 40,10 0,785 16,50

30,0 42,40 0,790 16,70

31,0 45,00 0,800 16,95

32,0 47,60 0,810 17,20

33,0 50,40 0,815 17,45

34,0 53,20 0,820 17,70

35,0 56,30 0,830 17,90

36,0 59,40 0,840 18,10

Sumber : Hidrologi P rakt is,2010

Lampiran 2

Besaran Nilai Angot (Ra) dalam

Evaporasi Ekivalen dalam Hubungannya dengan Letak Lintang (mm/hari) (untuk

daerah Indonesia, antara 50 LU sampai

100 LS)

Januari 13,0 14,3 14,7 15,0 15,3 15,5 15,8 16,1 16,1

Pebruari 14,0 15,0 15,3 15,5 15,7 15,8 16,0 16,1 16,0

Maret 15,0 15,5 15,6 15,7 15,7 15,6 15,6 15,5 15,3

April 15,1 15,5 15,3 15,3 15,1 14,9 14,7 14,4 14,0

Mei 15,3 14,9 14,6 14,4 14,1 13,8 13,4 13,1 12,6

Juni 15,0 14,4 14,2 13,9 13,5 13,2 12,8 12,4 12,6

Juli 15,1 14,6 14,3 14,1 13,7 13,4 13,1 12,7 11,8

Agustus 15,3 15,1 14,9 14,8 14,5 14,3 14,0 13,7 12,2

September 15,1 15,3 15,3 15,3 15,2 15,1 15,0 14,9 13,3

Oktober 15,7 15,1 15,3 15,4 15,5 15,6 15,7 15,8 14,6

Nopember 14,3 14,5 14,8 15,1 15,3 15,5 15,8 16,0 15,6

Desember 14,6 14,1 14,4 14,8 15,1 15,4 15,7 16,0 16,0

Minimum 13,0 14,1 14,2 13,9 13,5 13,2 12,8 12,4 11,8

Maksimum 15,7 15,5 15,6 15,7 15,7 15,8 16,0 16,1 16,1

Rata-rata 14,8 14,9 14,9 14,9 14,9 14,8 14,8 14,7 14,2

Sumber : Hidrologi Praktis, 2010

Lampiran 3

Tabel Penman 3 Nilai Angka Koefisien Bulanan

(C) untuk Rumus Penman

Tabel Penman 3 Nilai Angka Koefisien Bulanan (C) untuk Rumus Penman

Bulan C

Januari 1,1

Pebruari 1,1

Maret 1,0

April 0,9

Mei 0,9

Juni 0,9

Juli 0,9

Agustus 1,0

September 1,1

Oktober 1,1

Nopember 1,1

Desember 1,1

Sumber : Hidrologi Praktis, 2010

Lampiran 4

Jumlah Hari Hujan Setengah Bulanan

Feb IFeb IIMar IMar IIApr IApr IIMei IMei IIJuni IJuni IIJuli IJuli IIAgt IAgt IISep ISep IIOkt IOkt IINov INov IIDes IDes II3.141.260.962.197.297.655.680.914.590.593.114.670.570.290.140.070.040.021.335.200.512.783.291.651.432.851.393.7228.452.698.351.294.660.687.593.100.610.300.150.080.040.020.010.571.650.692.422.001.8813.2313.371.710.851.869.581.933.192.990.480.242.204.220.474.720.5115.390.383.535.470.644.512.834.740.610.310.151.180.140.422.350.230.120.060.030.010.013.575.140.384.074.700.5913.379.447.151.1910.926.891.594.9311.235.190.980.490.250.123.431.484.233.690.382.240.290.720.860.263.940.380.191.871.263.754.342.870.480.240.120.060.030.020.012.833.312.230.945.040.556.402.160.4716.441.555.267.4622.556.371.550.770.390.190.194.770.442.992.284.986.012.269.055.395.694.3913.225.408.221.178.033.152.840.530.854.781.504.795.641.372.254.476.305.870.850.560.220.110.060.030.012.994.710.530.260.130.070.030.984.111.431.402.235.012.441.332.050.847.000.704.674.417.008.9210.613.231.854.032.958.305.642.583.175.000.380.190.090.054.540.412.700.320.160.080.044.310.390.190.100.050.025.285.003.814.943.830.385.580.903.642.506.275.790.810.400.209.715.610.863.140.460.235.070.490.862.053.241.261.991.570.471.312.924.278.901.002.210.4014.351.357.555.540.884.390.570.281.910.255.151.070.934.931.853.181.981.028.000.803.051.381.633.468.143.780.700.353.022.252.273.410.441.525.240.730.373.212.322.586.010.683.040.412.963.973.362.670.440.220.110.060.030.010.010.003.054.682.792.264.493.871.340.350.180.093.893.992.562.750.420.213.143.435.260.640.322.970.385.621.951.961.161.695.900.624.475.734.932.339.885.120.900.454.690.510.254.080.415.131.654.511.561.944.742.068.855.320.863.660.556.761.852.730.430.213.930.390.202.880.294.964.800.690.350.371.707.522.860.5614.491.395.314.3515.134.091.030.510.260.130.062.090.200.103.132.564.640.613.310.421.560.224.390.435.060.579.823.910.754.950.590.765.250.540.270.94 JUMLAH HARI HUJAN SETENGAH BULANAN DAS WALANAE - CENRANAE

erhitungan

Lampiran 5

Data Klimatologi

Suhu U dara ( o C) Jan II Feb I Feb I I Mar I Mar II Apr I April I I Mei I Mei II Jun I Jun II Jul I Jul II Agt I Agt II Sep I Sep I I Okt I Okt II Nov I Nov I I Des I Des II 43.1 43.2 43.2 43.2 37.0 47.0 59.1 49.0 49.0 49.0 46.0 47.0 36.0 49.0 49.0 49.0 54.1 46.0 46.0 46.0 35.0 35.0 36.0 50.0 36.0 36.0 36.0 35.0 35.0 35.0 35.0 34.4 30.0 39.4 36.0 30.2 33.2 35.2 35.1 35.4 35.4 35.4 0.0 0.0 35.5 35.4 35.4 35.4 35.3 35.3 35.5 35.2 35.4 35.2 35.3 35.4 35.3 35.3 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 36.4 35.9 35.3 35.3 35.3 33.9 33.9 33.9 33.9 32.3 30.0 32.1 30.9 30.5 31.2 33.2 33.1 35.1 34.2 35.2 35.4 35.4 34.2 34.2 34.2 34.6 34.2 33.2 32.4 35.1 33.1 32.2 32.2 0.0 0.0 30.2 30.8 0.0 0.0 0.0 0.0 35.8 36.2 35.3 35.3 34.3 34.3 35.2 35.1 35.3 35.3 35.3 35.2 33.3 35.2 34.2 32.6 34.3 33.2 33.2 33.2 0.0 0.0 0.0 0.0 0.0 0.0 35.2 35.3 35.2 33.1 35.2 33.4 33.2 33.1 34.3 33.2 33.2 229 .1 32.2 34.1 33.4 32.4 34.2 36.3 36.4 36.3 35.4 35.4 34.3 33.4 34.4 34.4 33.4 32.4 34.4 34.4 28.7 29.1 29.4 30.1 31.1 31.4 31.4 33.4 34.4 34.4 35.4 35.4 36.4 36.3 34.4 34.4 35.4 35.1 33.4 33.4 33.4 32.3 30.4 29.4 29.4 30.3 31.3 32.3 30.4 32.4 32.3 34.1 34.3 37.9 35.0 33.3

35.93 37.19 36.11 35.82 34.91 35.45 37.13 35.76 34.70 34.41 30.60 51.12 33.33 34.39 31.56 32.05 29.70 29.22 33.03 33.44 28.43 28.13

Data Klimatologi Cenranae – Walanae

Besar Wilayah SungainPompengan Jeneberang

PenguapanFeb IFeb IIMar IMar IIApr IApril IIMei IMei IIJun IJun IIJul IJul IIAgt IAgt IISep ISep IIOkt IOkt IINov INov IIDes IDes II10.009.0012.0010.007.0015.005.0018.004.0014.007.008.008.003.006.004.0014.0012.005.0014.009.0015.0011.0014.004.0019.007.0014.0014.0015.0013.0013.0013.004.002.003.007.006.0013.007.009.004.000.000.0014.008.008.0013.0014.0025.0015.0010.0010.0019.0016.0022.0016.0024.0026.0020.0020.0013.0010.0011.0011.0012.0011.0020.0027.0014.0022.0012.0013.009.0013.0075.006.0013.0016.0036.0030.0026.0035.0034.0034.0048.0056.0060.0016.006.0012.008.003.0025.0012.005.0016.0013.004.004.504.004.0016.5022.507.5010.0012.0012.0016.5022.50

6.005.0020.008.5011.0022.0029.005.0024.005.004.005.504.505.501.905.901.901.9010.801.705.205.2022.2015.001.5021.201.501.502.9018.5094.0017.701.501.5013.004.001.501.502.505.006.006.000.0013.004.003.003.004.003.004.004.0011.005.004.002.503.003.003.003.003.006.007.0010.0047.0030.0054.009.0031.5046.000.0013.0032.002.0015.0075.002.009.005.000.000.000.000.000.000.000.000.005.0080.009.0040.007.0014.0017.0036.0037.0036.0036.0026.007.000.000.000.0014.005.0068.507.508.005.006.0011.0011.2215.1514.0511.179.8518.6513.3914.2529.0018.877.006.656.658.2510.599.3916.849.7410.4814.8713.8727.27 Kelembaban Relatif (%)Feb IFeb IIMar IMar IIApr IApril IIMei IMei IIJun IJun IIJul IJul IIAgt IAgt IISep ISep IIOkt IOkt IINov INov IIDes IDes II

92.693.493.497.099.099.096.096.095.096.096.089.293.094.096.092.687.896.099.0100.0100.096.090.0100.0100.090.093.096.096.096.0100.0100.0100.0100.0100.096.096.0100.0100.092.699.0100.00.00.0

99.099.0100.0100.099.099.099.093.4100.099.0100.0100.0100.0100.099.0100.099.099.0100.093.0100.0100.00.00.0100.0100.0100.099.0100.096.099.096.0100.0100.0100.097.091.0100.090.0100.096.099.0100.099.0

98.099.099.099.099.091.0100.093.0100.099.090.098.099.099.093.093.091.099.099.099.0100.0100.099.098.097.095.096.097.099.099.099.0100.094.098.095.094.294.099.096.0100.093.099.0100.094.0

99.094.295.099.0100.090.084.40.0100.093.499.0100.094.099.098.091.058.646.493.094.095.094.296.0100.097.099.094.292.095.096.0100.093.096.094.299.099.094.094.0100.099.096.097.099.096.0

100.093.098.094.296.095.097.093.094.094.299.0100.095.098.0100.096.097.0100.0100.099.099.099.094.097.098.096.099.094.20.00.099.094.298.095.096.097.094.2100.087.094.299.097.097.099.0

86.7687.3697.7496.9297.5295.2286.6476.2498.6096.4897.2097.4497.1097.3295.5296.5690.6492.6297.4097.7089.0087.72

Lama Penyinaran Matahari (%)Feb IFeb IIMar IMar IIApr IApril IIMei IMei IIJun IJun IIJul IJul IIAgt IAgt IISep ISep IIOkt IOkt IINov INov IIDes IDes II83.0086.0070.000.0056.0075.0079.0084.0084.0081.0072.0080.0083.0082.0077.0087.0084.0083.0092.0090.0069.0066.0088.0064.0069.0070.0075.0080.0087.0095.0069.0040.0032.0034.000.000.000.000.000.0082.0085.0066.0054.0042.0071.0048.0045.0035.0049.0049.0035.0054.0059.00100.0060.0060.000.000.000.000.000.000.000.000.000.000.0053.0053.0040.0045.0025.0026.0024.0017.0058.0063.0050.0069.0072.0074.0056.0061.0046.0046.0038.0039.000.000.0084.0086.000.000.0071.0071.0079.0080.0045.0032.000.000.000.000.000.000.0082.0076.0090.2091.0068.0085.0082.7074.0064.3080.2072.5070.8074.8076.2077.3052.2077.3069.5091.0081.1075.0068.1072.6073.3055.0077.9065.4073.3073.7071.6066.8073.6078.9068.200.000.000.000.0080.0082.5084.1080.3085.8075.6066.1066.0071.4065.600.000.0078.62145.680.000.0078.1473.4079.6559.7994.3765.2783.4882.5485.0073.4090.0083.8984.2366.7883.6882.7980.0770.2673.7173.2561.8882.7881.4673.4079.6557.1961.4761.7978.26165.9483.2688.9584.1776.4189.1887.3984.5086.0771.0870.2688.4585.6077.5666.2365.6776.86103.91161.4943.2945.2623.4875.5978.9275.9975.8378.9086.9678.6956.1584.9179.2575.1677.6278.7149.4545.2865.2766.3764.2068.4759.1454.0555.6571.9157.7355.5754.3853.0961.1165.9265.5968.3348.6848.20 Kecepatan Angin (Km/Hari)IFeb IFeb IIMar IMar IIApr IApril IIMei IMei IIJun IJun IIJul IJul IIAgt IAgt IISep ISep IIOkt IOkt IINov INov IIDes IDes II160.60273.50145.60133.70174.0082.9080.3085.3077.6086.3060.7052.5088.80137.30156.80116.70108.503062.60115.3053.70127.9088.4083.4062.80109.5064.0093.10103.40105.5086.6074.40102.00122.2048.9084.4083.90193.30102.40102.10287.40340.300.000.000.0099.702.6088.3094.0094.4093.0087.6098.8052.0089.8099.9092.1055.5096.0088.6042.0099.9034.9096.0090.8075.9091.1065.2083.0078.7069.9050.6062.1061.7063.2094.1090.3099.4090.6093.0099.2093.2094.9088.5091.3088.2066.8061.0081.6099.6073.8060.8050.8071.2044.2053.6059.6084.7090.9051.4051.1040.8032.80545.00108.50335.70100.90260.909.20260.703.0043.6041.9090.0026.7024.8030.2034.3036.6038.7035.7027.6046.3054.8044.0052.9043.3048.8087.4035.4038.6046.5048.90928.108.00830.4011.40595.7012.80695.309.101246.209.30122.4014.50109.308.40152.109.4052.00108.6035.0015.5021.4013.8017.507.7010.0010.108.0013.0084.3033.70178.2097.80629402.1025.5032.2022.6032.2028.1032.5028.6035.8031.9035.7034.0081.4063.5077.5051.3060.9049.80196.10647187.80100.70648319.9056.50148.20155.20650597.90651504.40208.5092.8095.0092.80655787.40182.40124.700.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00157.9161.68149.0851.19117.2749.14139.8764766.07194.6664892.2063004.2256.9771.4065112.2165281.8575.3896.08389.67109.9765609.3981.1548.55

r Wilayah Sungai Pompengan Jeneberang

0.0 5.0 10.0 15.0 20.0 25.0

Jan Feb Mar Apr Mei Jun Jul Agt Sep Okt Nop Des

2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Rata - rata

Lampiran 6

Simulasi Mock

Tahun :2001 Luas C.A:77.87 1212121212121212121212 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData97568955366116516417542071110315010179745467 2. Hari Hujan (n) HariData7510446108241030410121537 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.1180.26 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.170.1950.1250.2050.2050.180.120.1450.240.210.1150.230.270.2050.2550.270.2550.2450.250.1950.220.17 6. DEmm/0.5bl(3 x 5)6.708.335.719.866.215.013.854.788.0281.393.3918.4016.6012.317.4520.4227.367.157.135.937.9413.64 7. Ea = ETo - DEmm/0.5bl(3 - 6)32.6934.3839.9538.2324.0722.8528.2228.2125.41306.1626.0861.5844.8947.7421.7755.2279.9322.0421.3924.4828.1766.62 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)642249161238137135-8-25218149-45-16-17-55-70-5-1250261 9. Kandungan Air Tanahmm/0.5bl-0.000.000.000.000.000.000.000.00-100.000.00100.00100.00-100.00-100.000.000.000.000.000.00100.000.000.00 10. Kelembaban Tanahmm/0.5bl-100100100100100100100100FALSE0.00100.00100FALSEFALSEFALSEFALSEFALSEFALSEFALSE100100100 11. Kelebihan Airmm/0.5bl(8 - 9)6422491612381371359208105584000000261 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)12.804.329.883.292.457.7027.4227.0918.390.0016.180.0011.0216.720.000.000.000.000.000.005.170.14 15. 0.5 (1 + k) x IHitungan9.603.247.412.471.845.7720.5720.3213.790.0012.140.008.2712.540.000.000.000.000.000.003.880.11 16. k.V(n - 1)Hitungan2517.3010.278.845.653.754.7612.6616.4915.147.579.854.936.609.574.782.391.200.600.300.152.01 17. Volume Penyimpanan(15 +16)34.6020.5417.6811.307.499.5225.3332.9830.2815.1419.719.8513.1919.149.574.782.391.200.600.304.022.12 18. DVn = Vn - V(n - 1)Hitungan-15.40-14.06-2.86-6.37-3.812.0315.817.65-2.70-15.144.57-9.853.345.94-9.57-4.78-2.39-1.20-0.60-0.303.73-1.90 19. Aliran Dasarmm/0.5bl(14 - 18)28.2018.3812.749.666.275.6711.6219.4421.0915.1411.629.857.6810.789.574.782.391.200.600.301.442.05 20. Aliran Langsungmm/0.5bl(11 - 14)51.1817.3039.5113.159.8130.79109.69108.3673.540.0064.740.0044.0966.870.000.000.000.000.000.0020.670.57 21. Aliran Totalmm/0.5bl(19 + 20)79.3835.6752.2522.8116.0736.46121.31127.8094.6315.1476.359.8551.7777.659.574.782.391.200.600.3022.112.62 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl4.772.143.141.370.972.197.297.685.690.914.590.593.114.670.570.290.140.070.040.021.330.16 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JuliAgustusSeptemberOktoberNopemberMaretFebruariJanuariJuniMeiApril

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun :2002 Luas C.A:77.87 1212121212121212121212 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData93232735541724595577562636213018263000001139 2. Hari Hujan (n) HariData49442636931147100000024 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.1180.26 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.2050.140.2050.2150.2350.1750.220.1850.130.2250.110.2150.170.2550.270.270.270.270.270.270.240.21 6. DEmm/0.5bl(3 x 5)8.075.989.3610.347.124.887.056.104.3587.203.2417.2010.4515.317.8920.4228.977.887.708.218.6716.85 7. Ea = ETo - DEmm/0.5bl(3 - 6)31.3136.7336.2937.7523.1622.9825.0126.8929.08300.3526.2362.7851.0444.7421.3455.2278.3221.3120.8222.2027.4463.41 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)62196371818492068548-245237-179-27242-55-78-21-21-22-16-24 9. Kandungan Air Tanahmm/0.5bl-0.000.000.000.000.000.000.000.000.00-100.00100.000.000.000.00100.00-100.000.000.000.000.000.000.00 10. Kelembaban Tanahmm/0.5bl-1001001001001001001001001000.00100.00FALSE100FALSE100FALSEFALSEFALSEFALSEFALSEFALSEFALSE 11. Kelebihan Airmm/0.5bl(8 - 9)621963718184920685480137079014245000000 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)12.4039.127.413.523.639.873.9313.55109.650.0027.420.0015.730.0028.408.960.000.000.000.000.000.00 15. 0.5 (1 + k) x IHitungan9.3029.345.562.642.737.402.9510.1782.240.0020.570.0011.790.0021.306.720.000.000.000.000.000.00 16. k.V(n - 1)Hitungan2517.1523.2514.408.525.626.514.737.4544.8422.4221.4910.7511.275.6413.4710.095.052.521.260.630.32 17. Volume Penyimpanan(15 +16)34.3046.4928.8017.0411.2413.029.4614.9089.6944.8442.9921.4922.5411.2726.9320.1910.095.052.521.260.630.32 18. DVn = Vn - V(n - 1)Hitungan-15.7012.19-17.69-11.76-5.791.78-3.565.4474.79-44.84-1.86-21.491.05-11.2715.66-6.75-10.09-5.05-2.52-1.26-0.63-0.32 19. Aliran Dasarmm/0.5bl(14 - 18)28.1026.9325.1015.289.438.097.508.1234.8644.8429.2821.4914.6811.2712.7415.7110.095.052.521.260.630.32 20. Aliran Langsungmm/0.5bl(11 - 14)49.62156.4829.6314.0714.5439.4815.7354.22438.600.00109.690.0062.900.00113.6035.830.000.000.000.000.000.00 21. Aliran Totalmm/0.5bl(19 + 20)77.72183.4154.7329.3523.9647.5723.2262.34473.4644.84138.9621.4977.5811.27126.3351.5310.095.052.521.260.630.32 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl4.6711.023.291.761.442.861.403.7528.452.698.351.294.660.687.593.100.610.300.150.080.040.02 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNopember No.

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData61525846675556284265157319823265735324463032 2. Hari Hujan (n) HariData4344443128148732131302 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.2050.230.210.2150.2050.210.220.0850.150.250.2150.1450.1650.2250.2450.2550.2250.2550.230.270.235 6. DEmm/0.5bl(3 x 5)8.079.829.5910.346.215.857.052.805.0196.896.3411.6010.1513.517.1619.2924.147.446.568.218.49 7. Ea = ETo - DEmm/0.5bl(3 - 6)31.3132.8936.0737.7524.0722.0125.0130.1928.41290.6623.1368.3851.3446.5422.0756.3583.1521.7421.9622.2027.62 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)3019229433331254237-276501291811851-52-512241-225 9. Kandungan Air Tanahmm/0.5bl-0.000.000.000.000.000.000.000.000.00-100.00100.00100.000.000.000.00-100.000.00100.000.00-100.00100.00 10. Kelembaban Tanahmm/0.5bl-1001001001001001001001001000.00100.00100100100100FALSEFALSE100100FALSE100 11. Kelebihan Airmm/0.5bl(8 - 9)301922943333125423700291811851480041780 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)5.943.894.391.728.656.666.2050.7647.320.000.005.8636.203.6910.259.660.000.008.1415.560.00 15. 0.5 (1 + k) x IHitungan4.452.923.291.296.495.004.6538.0735.490.000.004.3927.152.777.697.250.000.006.1111.670.00 16. k.V(n - 1)Hitungan2514.738.826.063.675.085.044.8421.4628.4714.247.125.7616.459.618.657.953.971.994.057.86 17. Volume Penyimpanan(15 +16)29.4517.6412.117.3410.1610.089.6942.9156.9528.4714.2411.5132.9019.2217.3015.907.953.978.0915.727.86 18. DVn = Vn - V(n - 1)Hitungan-20.55-11.81-5.53-4.772.82-0.08-0.3933.2314.03-28.47-14.24-2.7321.39-13.68-1.92-1.40-7.95-3.974.127.62-7.86 19. Aliran Dasarmm/0.5bl(14 - 18)26.4815.709.926.495.836.756.5917.5333.2928.4714.248.5814.8017.3712.1711.077.953.974.027.947.86 20. Aliran Langsungmm/0.5bl(11 - 14)23.7515.5617.556.8734.6126.6624.79203.04189.270.000.0023.43144.7914.7741.0138.650.000.0032.5762.240.00 21. Aliran Totalmm/0.5bl(19 + 20)50.2431.2627.4713.3540.4433.4131.38220.58222.5628.4714.2432.01159.6032.1453.1949.727.953.9736.5970.187.86 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl3.021.881.650.802.432.011.8913.2513.371.710.861.929.591.933.202.990.480.242.204.220.47 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm JuliAgustusSeptemberOktober U r a i a nSat.Ket.No.JanuariFebruariMaretAprilMeiJuni

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData146012532354617311030280714728000003 2. Hari Hujan (n) HariData246124175230500000000 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.240.210.1750.260.2350.2150.250.1650.20.240.2250.270.190.270.270.270.270.270.270.270.265 6. DEmm/0.5bl(3 x 5)9.458.977.9912.507.125.998.025.446.6993.016.6321.5911.6816.217.8920.4228.977.887.708.219.57 7. Ea = ETo - DEmm/0.5bl(3 - 6)29.9333.7437.6635.5923.1621.8724.0527.5526.74294.5422.8458.3849.8143.8421.3455.2278.3221.3120.8222.2026.54 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)-162687-33032-1814584-2655-582237-55-78-21-21-22-24 9. Kandungan Air Tanahmm/0.5bl-0.00100.00100.00-100.00-100.00100.00-100.00100.000.00-100.00100.000.000.00100.000.00-100.000.000.000.000.000.00 10. Kelembaban Tanahmm/0.5bl-FALSE100100FALSEFALSE100FALSE1001000.00100.00FALSE100100100FALSEFALSEFALSEFALSEFALSEFALSE 11. Kelebihan Airmm/0.5bl(8 - 9)00067100082458400022074500000 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)0.000.000.0013.4219.900.0016.399.0916.720.000.000.004.310.001.408.960.000.000.000.000.00 15. 0.5 (1 + k) x IHitungan0.000.000.0010.0614.930.0012.296.8212.540.000.000.003.230.001.056.720.000.000.000.000.00 16. k.V(n - 1)Hitungan2512.506.253.136.5910.765.388.847.8310.185.092.551.272.251.131.093.901.950.980.490.24 17. Volume Penyimpanan(15 +16)25.0012.506.2513.1921.5210.7617.6715.6520.3710.185.092.554.502.252.187.813.901.950.980.490.24 18. DVn = Vn - V(n - 1)Hitungan-25.00-12.50-6.256.948.33-10.766.91-2.024.71-10.18-5.09-2.551.96-2.25-0.085.63-3.90-1.95-0.98-0.49-0.24 19. Aliran Dasarmm/0.5bl(14 - 18)25.0012.506.256.4811.5710.769.4811.1112.0110.185.092.552.352.251.483.333.901.950.980.490.24 20. Aliran Langsungmm/0.5bl(11 - 14)0.000.000.0053.6779.600.0065.5636.3666.870.000.000.0017.220.005.6035.830.000.000.000.000.00 21. Aliran Totalmm/0.5bl(19 + 20)25.0012.506.2560.1491.1710.7675.0447.4678.8810.185.092.5519.572.257.0739.153.901.950.980.490.24 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl1.500.750.383.615.480.654.512.854.740.610.310.151.180.140.422.350.230.120.060.030.01 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

MeiJuni No.U r a i a nSat.Ket.JanuariFebruariMaretAprilJuliAgustusSeptemberOktoberNop

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun 2005:2005 Luas C.A77.78:77.87 1212121212121212121212 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData2138601196892832861401703282745931328354911749486 2. Hari Hujan (n) HariData2358268369925303111733 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.1180.26 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.2450.220.20.150.2450.1750.1450.220.1850.140.130.2350.1950.2250.270.2250.2550.260.250.170.2250.225 6. DEmm/0.5bl(3 x 5)9.659.409.137.217.424.884.657.266.1854.263.8318.8011.9913.517.8917.0227.367.597.135.178.1218.06 7. Ea = ETo - DEmm/0.5bl(3 - 6)29.7433.3136.5240.8722.8622.9827.4125.7427.24333.2925.6461.1849.5046.5421.3458.6279.9321.6021.3925.2427.9962.20 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)-852478-1766256260113-16330221210-15307-23-76-13-11496624 9. Kandungan Air Tanahmm/0.5bl-0.00100.00100.000.00-100.00100.000.00100.000.00-100.00100.00100.000.00-100.00100.00-100.000.000.000.00100.000.000.00 10. Kelembaban Tanahmm/0.5bl-FALSE100100100FALSE1001001001000.00100.00100100FALSE100FALSEFALSEFALSEFALSE100100100 11. Kelebihan Airmm/0.5bl(8 - 9)00078830256160113020211210852077700006624 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)0.000.000.0015.6316.690.0051.1831.9922.620.0040.4722.501.9016.9641.3315.340.000.000.000.0013.204.76 15. 0.5 (1 + k) x IHitungan0.000.000.0011.7212.520.0038.3923.9916.960.0030.3516.871.4312.7231.0011.510.000.000.000.009.903.57 16. k.V(n - 1)Hitungan2512.506.253.137.429.974.9921.6922.8419.909.9520.1518.519.9711.3421.1716.348.174.082.041.025.46 17. Volume Penyimpanan(15 +16)25.0012.506.2514.8419.949.9743.3745.6839.8019.9040.3037.0219.9422.6942.3432.6816.348.174.082.0410.929.03 18. DVn = Vn - V(n - 1)Hitungan-25.00-12.50-6.258.595.10-9.9733.402.30-5.87-19.9020.40-3.28-17.092.7519.66-9.66-16.34-8.17-4.08-2.048.88-1.89 19. Aliran Dasarmm/0.5bl(14 - 18)25.0012.506.257.0311.609.9717.7829.6828.4919.9020.0725.7818.9914.2121.6825.0116.348.174.082.044.326.65 20. Aliran Langsungmm/0.5bl(11 - 14)0.000.000.0062.5066.780.00204.74127.9490.470.00161.8989.997.6067.83165.3361.370.000.000.000.0052.8119.04 21. Aliran Totalmm/0.5bl(19 + 20)25.0012.506.2569.5378.379.97222.52157.62118.9619.90181.96115.7626.5982.04187.0186.3816.348.174.082.0457.1325.69 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl1.500.750.384.184.710.6013.379.477.151.2010.936.961.604.9311.245.190.980.490.250.123.431.54 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNopember

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData2068648324333928103140982006911498190000 2. Hari Hujan (n) HariData465733325865300010000 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.2150.180.1950.160.220.2250.2250.2450.190.1450.1750.1950.220.2650.2650.2650.250.270.270.270.27 6. DEmm/0.5bl(3 x 5)8.477.698.907.696.666.277.218.086.3556.195.1615.6013.5315.917.7520.0426.827.887.708.219.75 7. Ea = ETo - DEmm/0.5bl(3 - 6)30.9235.0236.7540.3923.6221.5924.8524.9127.08331.3524.3164.3847.9644.1421.4855.5980.4721.3120.8222.2026.36 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)-1133284201114376-19174136217077-55-72-21-21-22-26 9. Kandungan Air Tanahmm/0.5bl-0.00100.00100.000.000.000.000.000.000.00-100.00100.00100.000.000.000.00-100.000.000.000.000.000.00 10. Kelembaban Tanahmm/0.5bl-FALSE1001001001001001001001000.00100.00100100100100FALSEFALSEFALSEFALSEFALSEFALSE 11. Kelebihan Airmm/0.5bl(8 - 9)000420111437600362170774500000 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)0.000.000.008.450.082.282.900.6215.120.000.007.194.1413.9115.379.080.000.000.000.000.00 15. 0.5 (1 + k) x IHitungan0.000.000.006.340.061.712.170.4611.340.000.005.393.1110.4311.536.810.000.000.000.000.00 16. k.V(n - 1)Hitungan2512.506.253.134.732.402.052.111.296.313.161.583.493.306.869.198.004.002.001.000.50 17. Volume Penyimpanan(15 +16)25.0012.506.259.474.794.114.232.5812.636.313.166.976.5913.7218.3916.018.004.002.001.000.50 18. DVn = Vn - V(n - 1)Hitungan-25.00-12.50-6.253.22-4.68-0.680.12-1.6510.05-6.31-3.163.81-0.387.134.67-2.38-8.00-4.00-2.00-1.00-0.50 19. Aliran Dasarmm/0.5bl(14 - 18)25.0012.506.255.244.752.972.782.275.076.313.163.384.526.7710.7011.478.004.002.001.000.50 20. Aliran Langsungmm/0.5bl(11 - 14)0.000.000.0033.820.319.1311.592.4760.470.000.0028.7616.5655.6261.4836.320.000.000.000.000.00 21. Aliran Totalmm/0.5bl(19 + 20)25.0012.506.2539.065.0612.0914.374.7465.546.313.1632.1421.0862.3972.1947.798.004.002.001.000.50 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl1.500.750.382.350.300.730.860.283.940.380.191.931.273.754.342.870.480.240.120.060.03 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNop

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData438390733314851481571344441141381774443625045930 2. Hari Hujan (n) HariData5553214776125521220154 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.20.20.190.220.2350.2550.2050.1650.170.180.0950.20.190.2350.260.2350.240.270.2550.1950.21 6. DEmm/0.5bl(3 x 5)7.888.548.6710.587.127.106.575.445.6869.762.8016.0011.6814.117.6017.7825.757.887.275.937.58 7. Ea = ETo - DEmm/0.5bl(3 - 6)31.5134.1736.9837.5123.1620.7625.4927.5527.75317.7926.6763.9849.8145.9421.6357.8681.5421.3121.2424.4828.53 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)1149533510-660120129-1834175088131422-22-57-21-17352 9. Kandungan Air Tanahmm/0.5bl-0.000.000.000.000.00-100.00100.000.00100.00-100.00100.00100.000.000.000.00-100.000.000.000.00100.000.00 10. Kelembaban Tanahmm/0.5bl-100100100100100FALSE1001001000.00100.00100100100100FALSEFALSEFALSEFALSE100100 11. Kelebihan Airmm/0.5bl(8 - 9)11495335109401202903170881314227800002 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)2.239.8310.547.032.0318.720.0024.095.780.0063.470.0017.5726.1484.4715.560.000.000.000.000.36 15. 0.5 (1 + k) x IHitungan1.677.377.905.271.5314.040.0018.074.340.0047.600.0013.1819.6163.3611.670.000.000.000.000.27 16. k.V(n - 1)Hitungan2513.3410.369.137.204.369.204.6011.337.843.9225.7612.8813.0316.3239.8425.7512.886.443.221.61 17. Volume Penyimpanan(15 +16)26.6720.7118.2614.408.7318.409.2022.6715.677.8451.5225.7626.0632.6479.6751.5125.7512.886.443.221.88 18. DVn = Vn - V(n - 1)Hitungan-23.33-5.96-2.45-3.86-5.689.67-9.2013.47-7.00-7.8443.68-25.760.306.5847.04-28.17-25.75-12.88-6.44-3.22-1.34 19. Aliran Dasarmm/0.5bl(14 - 18)25.5615.8012.9910.897.719.049.2010.6212.787.8419.7825.7617.2719.5737.4443.7325.7512.886.443.221.70 20. Aliran Langsungmm/0.5bl(11 - 14)8.9339.3342.1528.138.1474.860.0096.3623.140.00253.870.0070.29104.58337.9062.240.000.000.000.001.44 21. Aliran Totalmm/0.5bl(19 + 20)34.4855.1355.1439.0115.8583.909.20106.9835.927.84273.6525.7687.56124.15375.33105.9725.7512.886.443.223.14 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl2.073.313.312.340.955.040.556.432.160.4716.441.555.267.4622.556.371.550.770.390.190.19 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

AprilMeiJuniJuliAgustusSeptemberOktoberNop No.U r a i a nSat.Ket.JanuariFebruariMaret

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A77.78: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData5375702713251194113120410269401912126910726013411548 2. Hari Hujan (n) HariData76621048541073784830574 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.170.1850.180.2350.1250.2150.1450.20.210.120.160.2250.1650.1550.2050.1550.2250.270.20.1650.205 6. DEmm/0.5bl(3 x 5)6.707.908.2211.303.785.994.656.607.0246.514.7118.0010.159.315.9911.7224.147.885.705.027.40 7. Ea = ETo - DEmm/0.5bl(3 - 6)32.6934.8137.4436.7926.4921.8727.4126.4026.41341.0424.7561.9851.3450.7523.2463.9183.1521.3122.8125.3928.71 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)204033-1010629167869469244-22140-3024643-57-211129020 9. Kandungan Air Tanahmm/0.5bl-0.000.000.00-100.000.000.000.000.000.000.000.00-100.000.000.00100.000.00-100.000.00100.000.000.00 10. Kelembaban Tanahmm/0.5bl-100100100FALSE100100100100100100.00100.00FALSE100FALSE100100FALSEFALSE100100100 11. Kelebihan Airmm/0.5bl(8 - 9)204033901062916786946924478140014643430129020 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)4.068.046.5818.0421.105.7633.3817.2518.7913.7948.8515.6027.930.0029.158.628.500.002.3017.993.93 15. 0.5 (1 + k) x IHitungan3.056.034.9313.5315.834.3225.0412.9414.0910.3436.6411.7020.950.0021.866.466.380.001.7313.492.94 16. k.V(n - 1)Hitungan2514.0210.037.4810.5113.178.7416.8914.9214.5012.4224.5318.1219.539.7715.8211.148.764.383.058.27 17. Volume Penyimpanan(15 +16)28.0520.0514.9621.0126.3317.4933.7829.8329.0024.8549.0636.2339.0619.5331.6322.2817.528.766.1116.5411.22 18. DVn = Vn - V(n - 1)Hitungan-21.95-7.99-5.096.055.32-8.8516.30-3.95-0.83-4.1624.21-12.832.83-19.5312.10-9.35-4.76-8.76-2.6510.44-5.33 19. Aliran Dasarmm/0.5bl(14 - 18)26.0216.0311.6711.9915.7814.6117.0921.2019.6117.9524.6428.4325.1019.5317.0517.9713.278.764.967.559.25 20. Aliran Langsungmm/0.5bl(11 - 14)16.2532.1526.3272.1784.4023.04133.5469.0175.1455.17195.4062.41111.720.00116.6134.4734.010.009.2271.9515.70 21. Aliran Totalmm/0.5bl(19 + 20)42.2648.1937.9984.16100.1937.64150.6290.2294.7573.12220.0390.84136.8219.53133.6752.4447.288.7614.1779.5024.95 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl2.542.902.285.066.022.269.055.425.694.3913.225.468.221.178.033.152.840.530.854.781.50 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNop

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun 2009:2009 Luas C.A77.78:77.87 1212121212121212121212 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData47966717136215029273797614210290107183147146 2. Hari Hujan (n) HariData5642535344134010001246 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.1180.26 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.20.180.2050.2350.190.230.190.2250.210.2150.2550.230.210.270.260.270.2650.2650.250.2350.210.175 6. DEmm/0.5bl(3 x 5)7.887.699.3611.305.756.416.097.427.0283.327.5118.4012.9116.217.6020.4228.437.737.137.157.5814.05 7. Ea = ETo - DEmm/0.5bl(3 - 6)31.5135.0236.2936.7924.5321.4525.9725.5726.41304.2321.9561.5848.5843.8421.6355.2278.8621.4521.3923.2728.5366.21 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)156131-20112-12430-267-13149358-13-55-69-14-381980 9. Kandungan Air Tanahmm/0.5bl-0.000.000.00-100.000.00-100.00100.000.00100.00-100.000.00100.00100.000.00-100.000.000.000.000.00100.000.000.00 10. Kelembaban Tanahmm/0.5bl-100100100FALSE100FALSE1001001000.00FALSE100100100FALSEFALSEFALSEFALSEFALSE100100100 11. Kelebihan Airmm/0.5bl(8 - 9)156131801129903000005887000001980 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)3.0312.266.1416.0422.3619.840.000.620.000.000.000.000.0011.7017.410.000.000.000.000.003.7615.96 15. 0.5 (1 + k) x IHitungan2.279.204.6112.0316.7714.880.000.460.000.000.000.000.008.7713.060.000.000.000.000.002.8211.97 16. k.V(n - 1)Hitungan2513.6411.428.0110.0213.4014.147.073.771.880.940.470.240.124.458.754.382.191.090.550.271.55 17. Volume Penyimpanan(15 +16)27.2722.8316.0220.0426.7928.2814.147.533.771.880.940.470.248.8917.508.754.382.191.090.553.0913.51 18. DVn = Vn - V(n - 1)Hitungan-22.73-4.44-6.814.026.751.49-14.14-6.61-3.77-1.88-0.94-0.47-0.248.668.61-8.75-4.38-2.19-1.09-0.552.5510.42 19. Aliran Dasarmm/0.5bl(14 - 18)25.7616.7012.9512.0215.6118.3614.147.223.771.880.940.470.243.048.808.754.382.191.090.551.215.54 20. Aliran Langsungmm/0.5bl(11 - 14)12.1349.0524.5664.1789.4579.370.002.470.000.000.000.000.0046.7969.630.000.000.000.000.0015.0463.83 21. Aliran Totalmm/0.5bl(19 + 20)37.8865.7537.5276.19105.0697.7314.149.703.771.880.940.470.2449.8478.438.754.382.191.090.5516.2669.36 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl2.283.952.254.586.315.870.850.580.230.110.060.030.012.994.710.530.260.130.070.030.984.17 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm JuliAgustusSeptemberOktoberNopember No.U r a i a nJuni Sat.Ket.JanuariFebruariMaretAprilMei

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData47966717136215029273797614210290107183147 2. Hari Hujan (n) HariData564253534413401000124 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.20.180.2050.2350.190.230.190.2250.210.2150.2550.230.210.270.260.270.2650.2650.250.2350.21 6. DEmm/0.5bl(3 x 5)7.887.699.3611.305.756.416.097.427.0283.327.5118.4012.9116.217.6020.4228.437.737.137.157.58 7. Ea = ETo - DEmm/0.5bl(3 - 6)31.5135.0236.2936.7924.5321.4525.9725.5726.41304.2321.9561.5848.5843.8421.6355.2278.8621.4521.3923.2728.53 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)156131-20112-12430-267-13149358-13-55-69-14-3819 9. Kandungan Air Tanahmm/0.5bl-0.000.000.00-100.000.00-100.00100.000.00100.00-100.000.00100.00100.000.00-100.000.000.000.000.00100.000.00 10. Kelembaban Tanahmm/0.5bl-100100100FALSE100FALSE1001001000.00FALSE100100100FALSEFALSEFALSEFALSEFALSE100100 11. Kelebihan Airmm/0.5bl(8 - 9)1561318011299030000058870000019 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)3.0312.266.1416.0422.3619.840.000.620.000.000.000.000.0011.7017.410.000.000.000.000.003.76 15. 0.5 (1 + k) x IHitungan2.279.204.6112.0316.7714.880.000.460.000.000.000.000.008.7713.060.000.000.000.000.002.82 16. k.V(n - 1)Hitungan2513.6411.428.0110.0213.4014.147.073.771.880.940.470.240.124.458.754.382.191.090.550.27 17. Volume Penyimpanan(15 +16)27.2722.8316.0220.0426.7928.2814.147.533.771.880.940.470.248.8917.508.754.382.191.090.553.09 18. DVn = Vn - V(n - 1)Hitungan-22.73-4.44-6.814.026.751.49-14.14-6.61-3.77-1.88-0.94-0.47-0.248.668.61-8.75-4.38-2.19-1.09-0.552.55 19. Aliran Dasarmm/0.5bl(14 - 18)25.7616.7012.9512.0215.6118.3614.147.223.771.880.940.470.243.048.808.754.382.191.090.551.21 20. Aliran Langsungmm/0.5bl(11 - 14)12.1349.0524.5664.1789.4579.370.002.470.000.000.000.000.0046.7969.630.000.000.000.000.0015.04 21. Aliran Totalmm/0.5bl(19 + 20)37.8865.7537.5276.19105.0697.7314.149.703.771.880.940.470.2449.8478.438.754.382.191.090.5516.26 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl2.283.952.254.586.315.870.850.580.230.110.060.030.012.994.710.530.260.130.070.030.98 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm JuliAgustusSeptemberOktoberNop No.U r a i a nJuni Sat.Ket.JanuariFebruariMaretAprilMei

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData573571295938583716174209241176204209951069370178121 2. Hari Hujan (n) HariData534222248365735355565 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.20.220.2150.240.2350.2350.2450.2150.1550.220.180.190.170.220.20.220.1950.190.190.1850.19 6. DE mm/0.5bl(3 x 5)7.889.409.8211.547.126.557.867.095.1885.265.3015.2010.4513.215.8516.6420.925.555.425.636.86 7. Ea = ETo - DEmm/0.5bl(3 - 6)31.5133.3135.8436.5523.1621.3124.2125.9028.25302.2924.1664.7851.0446.8423.3859.0086.3723.6423.1024.7929.25 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)25235-736173411133-2281851761251571853619694715392 9. Kandungan Air Tanahmm/0.5bl-0.000.000.00-100.000.000.000.000.000.00-100.00100.00100.000.000.000.000.000.000.000.000.000.00 10. Kelembaban Tanahmm/0.5bl-100100100FALSE1001001001001000.00100.00100100100100100100100100100100 11. Kelebihan Airmm/0.5bl(8 - 9)252359336173411133085761251571853619694715392 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)5.100.347.0318.567.233.406.832.1526.620.0016.9015.2424.9931.5037.067.133.8613.819.3130.5818.42 15. 0.5 (1 + k) x IHitungan3.820.255.2713.925.432.555.121.6119.960.0012.6811.4318.7423.6227.795.352.8910.356.9922.9313.81 16. k.V(n - 1)Hitungan2514.417.336.3010.117.775.165.143.3811.675.849.2610.3414.5419.0823.4414.398.649.508.2415.59 17. Volume Penyimpanan(15 +16)28.8214.6612.6120.2215.5410.3210.286.7523.3411.6718.5120.6929.0938.1746.8828.7917.2919.0016.4831.1729.40 18. DVn = Vn - V(n - 1)Hitungan-21.18-14.16-2.067.61-4.69-5.21-0.04-3.5316.59-11.676.842.188.409.088.71-18.09-11.501.71-2.5114.69-1.77 19. Aliran Dasarmm/0.5bl(14 - 18)26.2714.509.0910.9411.928.626.875.6810.0311.6710.0613.0716.5922.4228.3525.2215.3612.1011.8315.8920.19 20. Aliran Langsungmm/0.5bl(11 - 14)20.391.3528.1374.2328.9413.6227.308.61106.470.0067.6060.9799.97125.99148.2328.5315.4455.2237.26122.3073.67 21. Aliran Totalmm/0.5bl(19 + 20)46.6715.8537.2285.1740.8622.2434.1714.29116.5011.6777.6674.04116.56148.41176.5853.7630.8067.3249.08138.1993.86 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl2.800.952.245.122.451.342.050.867.000.704.674.457.008.9210.613.231.854.042.958.305.64 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNop

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData2856854229613897511838892293620031128117 2. Hari Hujan (n) HariData232326354512711120364 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.2350.2250.240.220.240.1850.2250.1950.2150.20.260.2350.170.250.250.250.240.2650.230.180.215 6. DEmm/0.5bl(3 x 5)9.269.6110.9610.587.275.157.216.437.1977.517.6618.8010.4515.017.3118.9125.757.736.565.477.76 7. Ea = ETo - DEmm/0.5bl(3 - 6)30.1333.1034.7037.5123.0122.7124.8526.5626.24310.0421.8161.1851.0445.0421.9256.7381.5421.4521.9624.9428.35 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)-223-2717-174-126249-192-182741-16-19-50-62-21910389 9. Kandungan Air Tanahmm/0.5bl-0.00100.000.00100.000.00100.00-100.00100.000.00-100.000.00100.00100.00-100.000.000.000.000.00100.000.000.00 10. Kelembaban Tanahmm/0.5bl-FALSE100FALSE100FALSE100FALSE1001000.00FALSE100100FALSEFALSEFALSEFALSEFALSE100100100 11. Kelebihan Airmm/0.5bl(8 - 9)000000880490000840000010389 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)0.000.000.000.000.000.0017.700.009.750.000.000.000.0016.790.000.000.000.000.0020.6117.73 15. 0.5 (1 + k) x IHitungan0.000.000.000.000.000.0013.270.007.310.000.000.000.0012.590.000.000.000.000.0015.4613.30 16. k.V(n - 1)Hitungan2512.506.253.131.560.780.396.833.425.362.681.340.670.346.463.231.620.810.400.207.83 17. Volume Penyimpanan(15 +16)25.0012.506.253.131.560.7813.666.8310.735.362.681.340.6712.936.463.231.620.810.4015.6621.13 18. DVn = Vn - V(n - 1)Hitungan-25.00-12.50-6.25-3.13-1.56-0.7812.88-6.833.90-5.36-2.68-1.34-0.6712.26-6.46-3.23-1.62-0.81-0.4015.265.47 19. Aliran Dasarmm/0.5bl(14 - 18)25.0012.506.253.131.560.784.816.835.855.362.681.340.674.536.463.231.620.810.405.3612.26 20. Aliran Langsungmm/0.5bl(11 - 14)0.000.000.000.000.000.0070.790.0039.010.000.000.000.0067.170.000.000.000.000.0082.4570.92 21. Aliran Totalmm/0.5bl(19 + 20)25.0012.506.253.131.560.7875.606.8344.865.362.681.340.6771.706.463.231.620.810.4087.8083.19 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl1.500.750.380.190.090.054.540.412.700.320.160.080.044.310.390.190.100.050.025.285.00 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

Sat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNop No.U r a i a n

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun :2012 Luas C.A:77.87 1212121212121212121212 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData23127914831886614312681118104241371189127196140102 2. Hari Hujan (n) HariData3158555757538131012234 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.1180.26 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.2250.250.190.1550.20.190.1950.170.190.170.1950.220.1450.260.230.260.2650.250.240.2350.2250.205 6. DEmm/0.5bl(3 x 5)8.8610.688.677.456.065.296.255.616.3565.885.7517.608.9215.616.7219.6728.437.306.847.158.1216.45 7. Ea = ETo - DEmm/0.5bl(3 - 6)30.5232.0336.9840.6324.2222.5725.8127.3927.08321.6723.7262.3852.5744.4422.5155.9778.8621.8921.6723.2727.9963.81 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)-7-20421076654011599-2419442188-895-47-785-3381238 9. Kandungan Air Tanahmm/0.5bl-0.000.00100.000.000.000.000.000.000.00-100.00100.00100.000.00-100.00100.00-100.000.00100.00-100.00100.000.000.00 10. Kelembaban Tanahmm/0.5bl-FALSEFALSE1001001001001001001000.00100.00100100FALSE100FALSEFALSE100FALSE100100100 11. Kelebihan Airmm/0.5bl(8 - 9)000107665401159900018892053009701238 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)0.000.000.0021.411.2913.028.0423.0619.850.000.000.0037.6218.450.0010.610.000.0019.400.002.407.57 15. 0.5 (1 + k) x IHitungan0.000.000.0016.050.979.776.0317.2914.890.000.000.0028.2113.830.007.950.000.0014.550.001.805.68 16. k.V(n - 1)Hitungan2512.506.253.139.595.287.526.7812.0313.466.733.371.6814.9514.397.207.573.791.898.224.112.96 17. Volume Penyimpanan(15 +16)25.0012.506.2519.1810.5615.0413.5524.0726.9213.466.733.3729.9028.7814.3915.157.573.7916.448.225.918.64 18. DVn = Vn - V(n - 1)Hitungan-25.00-12.50-6.2512.93-8.624.49-1.4910.522.86-13.46-6.73-3.3726.53-1.11-14.390.76-7.57-3.7912.66-8.22-2.312.72 19. Aliran Dasarmm/0.5bl(14 - 18)25.0012.506.258.489.918.539.5312.5417.0013.466.733.3711.0919.5614.399.857.573.796.748.224.714.85 20. Aliran Langsungmm/0.5bl(11 - 14)0.000.000.0085.635.1552.0832.1592.2279.410.000.000.00150.4773.780.0042.420.000.0077.600.009.6130.29 21. Aliran Totalmm/0.5bl(19 + 20)25.0012.506.2594.1015.0760.6141.68104.7696.4013.466.733.37161.5693.3414.3952.277.573.7984.348.2214.3235.14 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl1.500.750.385.650.913.642.506.295.790.810.400.209.715.610.863.140.460.235.070.490.862.11 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNopember

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData13854626626458010619417816042334941605194014365 2. Hari Hujan (n) HariData93472347108941137320025 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.1350.230.2150.1650.240.230.2050.1650.1250.1550.1350.2150.10.220.1650.220.2350.270.2650.2450.19 6. DEmm/0.5bl(3 x 5)5.329.829.827.937.276.416.575.444.1860.073.9817.206.1513.214.8216.6425.217.887.567.456.86 7. Ea = ETo - DEmm/0.5bl(3 - 6)34.0732.8935.8440.1523.0121.4525.4927.5529.25327.4825.4962.7855.3446.8424.4159.0082.0821.3120.9622.9629.25 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)1042126263235479165-150134-2127847135-812-21-202035 9. Kandungan Air Tanahmm/0.5bl-0.000.000.000.000.000.000.000.000.00-100.00100.000.000.00100.000.00-100.00100.00-100.000.00100.000.00 10. Kelembaban Tanahmm/0.5bl-1001001001001001001001001000.00100.00FALSE100100100FALSE100FALSEFALSE100100 11. Kelebihan Airmm/0.5bl(8 - 9)104212626323547916503402780135920790035 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)20.854.295.235.100.664.6410.8415.7632.950.006.840.0055.670.0027.0518.470.0015.740.000.007.08 15. 0.5 (1 + k) x IHitungan15.643.223.923.830.503.488.1311.8224.710.005.130.0041.750.0020.2913.850.0011.800.000.005.31 16. k.V(n - 1)Hitungan2520.3211.777.855.843.173.325.738.7716.748.376.753.3722.5611.2815.7914.827.419.614.802.40 17. Volume Penyimpanan(15 +16)40.6423.5415.6911.676.336.6511.4517.5433.4816.7413.506.7545.1222.5631.5729.6414.8219.219.614.807.71 18. DVn = Vn - V(n - 1)Hitungan-9.36-17.10-7.84-4.02-5.340.314.806.0915.94-16.74-3.24-6.7538.37-22.569.01-1.93-14.824.40-9.61-4.802.91 19. Aliran Dasarmm/0.5bl(14 - 18)30.2121.3913.089.126.004.336.039.6617.0116.7410.086.7517.2922.5618.0420.4014.8211.349.614.804.17 20. Aliran Langsungmm/0.5bl(11 - 14)83.4117.1620.9320.412.6618.5743.3463.02131.800.0027.340.00222.660.00108.2173.870.0062.960.000.0028.33 21. Aliran Totalmm/0.5bl(19 + 20)113.6338.5534.0129.538.6622.9049.3872.69148.8116.7437.426.75239.9522.56126.2594.2714.8274.309.614.8032.51 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl6.832.322.041.770.521.382.974.378.941.012.250.4114.421.367.595.660.894.460.580.291.95 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm JuliAgustusSeptemberOktoberNop No.U r a i a nJuni Sat.Ket.JanuariFebruariMaretAprilMei

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData13854626626458010619417816042334941605194014365 2. Hari Hujan (n) HariData93472347108941137320025 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.1350.230.2150.1650.240.230.2050.1650.1250.1550.1350.2150.10.220.1650.220.2350.270.2650.2450.19 6. DEmm/0.5bl(3 x 5)5.329.829.827.937.276.416.575.444.1860.073.9817.206.1513.214.8216.6425.217.887.567.456.86 7. Ea = ETo - DEmm/0.5bl(3 - 6)34.0732.8935.8440.1523.0121.4525.4927.5529.25327.4825.4962.7855.3446.8424.4159.0082.0821.3120.9622.9629.25 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)1042126263235479165-150134-2127847135-812-21-202035 9. Kandungan Air Tanahmm/0.5bl-0.000.000.000.000.000.000.000.000.00-100.00100.000.000.00100.000.00-100.00100.00-100.000.00100.000.00 10. Kelembaban Tanahmm/0.5bl-1001001001001001001001001000.00100.00FALSE100100100FALSE100FALSEFALSE100100 11. Kelebihan Airmm/0.5bl(8 - 9)104212626323547916503402780135920790035 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)20.854.295.235.100.664.6410.8415.7632.950.006.840.0055.670.0027.0518.470.0015.740.000.007.08 15. 0.5 (1 + k) x IHitungan15.643.223.923.830.503.488.1311.8224.710.005.130.0041.750.0020.2913.850.0011.800.000.005.31 16. k.V(n - 1)Hitungan2520.3211.777.855.843.173.325.738.7716.748.376.753.3722.5611.2815.7914.827.419.614.802.40 17. Volume Penyimpanan(15 +16)40.6423.5415.6911.676.336.6511.4517.5433.4816.7413.506.7545.1222.5631.5729.6414.8219.219.614.807.71 18. DVn = Vn - V(n - 1)Hitungan-9.36-17.10-7.84-4.02-5.340.314.806.0915.94-16.74-3.24-6.7538.37-22.569.01-1.93-14.824.40-9.61-4.802.91 19. Aliran Dasarmm/0.5bl(14 - 18)30.2121.3913.089.126.004.336.039.6617.0116.7410.086.7517.2922.5618.0420.4014.8211.349.614.804.17 20. Aliran Langsungmm/0.5bl(11 - 14)83.4117.1620.9320.412.6618.5743.3463.02131.800.0027.340.00222.660.00108.2173.870.0062.960.000.0028.33 21. Aliran Totalmm/0.5bl(19 + 20)113.6338.5534.0129.538.6622.9049.3872.69148.8116.7437.426.75239.9522.56126.2594.2714.8274.309.614.8032.51 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl6.832.322.041.770.521.382.974.378.941.012.250.4114.421.367.595.660.894.460.580.291.95 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm JuliAgustusSeptemberOktoberNop No.U r a i a nJuni Sat.Ket.JanuariFebruariMaretAprilMei

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData1295440294877564018022717718575110177165882786266 2. Hari Hujan (n) HariData751323547764328212323 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.170.190.250.230.2450.220.20.2150.170.170.1750.210.2250.2450.150.2450.250.240.2250.2350.23 6. DEmm/0.5bl(3 x 5)6.708.1111.4111.067.426.136.417.095.6865.885.1616.8013.8414.714.3818.5326.827.006.427.158.31 7. Ea = ETo - DEmm/0.5bl(3 - 6)32.6934.5934.2437.0322.8621.7325.6525.9027.75321.6724.3163.1847.6545.3424.8457.1180.4722.1822.1023.2727.81 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)97196-825553114153-941521222764152-41-2260563839 9. Kandungan Air Tanahmm/0.5bl-0.000.000.00-100.000.000.000.000.000.00-100.00100.00100.000.000.000.00-100.000.00100.000.000.000.00 10. Kelembaban Tanahmm/0.5bl-100100100FALSE100100100100100FALSE100.00100100100100FALSEFALSE100100100100 11. Kelebihan Airmm/0.5bl(8 - 9)9719692255531141536522227641525900563839 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)19.333.811.2218.335.0911.056.142.8230.521.1310.474.435.4712.8730.3611.780.000.0011.257.687.71 15. 0.5 (1 + k) x IHitungan14.502.860.9113.753.828.294.602.1122.890.857.853.324.109.6522.778.830.000.008.445.765.78 16. k.V(n - 1)Hitungan2519.7511.306.119.936.877.586.094.1013.507.177.515.424.767.2014.9911.915.962.985.715.73 17. Volume Penyimpanan(15 +16)39.5022.6112.2219.8613.7515.1612.188.2126.9914.3515.0310.849.5214.4129.9823.8211.915.9611.4111.4711.51 18. DVn = Vn - V(n - 1)Hitungan-10.50-16.89-10.397.64-6.111.42-2.98-3.9818.78-12.650.68-4.19-1.324.8915.57-6.15-11.91-5.965.460.050.05 19. Aliran Dasarmm/0.5bl(14 - 18)29.8320.7011.6110.6911.209.649.126.8011.7313.789.798.626.797.9814.8017.9311.915.965.797.637.66 20. Aliran Langsungmm/0.5bl(11 - 14)77.3215.264.8773.3120.3844.2224.5511.28122.074.5341.8817.7221.8851.46121.4647.110.000.0044.9930.7230.82 21. Aliran Totalmm/0.5bl(19 + 20)107.1535.9616.4884.0031.5853.8533.6618.07133.8018.3151.6826.3428.6659.44136.2565.0511.915.9650.7838.3538.48 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl6.442.160.995.051.903.242.021.098.041.103.101.581.723.578.193.910.720.363.052.302.31 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNop

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData717825238483647013826178145017178000000 2. Hari Hujan (n) HariData642157326474000000000 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.1850.2150.240.2550.20.1650.220.240.1850.2150.1650.2050.270.270.270.270.270.270.270.270.265 6. DEmm/0.5bl(3 x 5)7.299.1810.9612.266.064.607.057.926.1883.324.8616.4016.6016.217.8920.4228.977.887.708.219.57 7. Ea = ETo - DEmm/0.5bl(3 - 6)32.1033.5334.7035.8324.2223.2625.0125.0827.24304.2324.6163.5844.8943.8421.3455.2278.3221.3120.8222.2026.54 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)3944-9-1260603945111-27815381-45-27157-55-78-21-21-22-26 9. Kandungan Air Tanahmm/0.5bl-0.000.00-100.000.00100.000.000.000.000.00-100.00100.00100.00-100.00-100.00100.00-100.000.000.000.000.000.00 10. Kelembaban Tanahmm/0.5bl-100100FALSEFALSE1001001001001000.00100.00100FALSEFALSE100FALSEFALSEFALSEFALSEFALSEFALSE 11. Kelebihan Airmm/0.5bl(8 - 9)3944910060394511105305573574500000 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)7.788.8318.130.000.0012.017.808.9822.220.0010.680.0011.0214.5711.338.960.000.000.000.000.00 15. 0.5 (1 + k) x IHitungan5.846.6213.600.000.009.015.856.7416.660.008.010.008.2710.928.506.720.000.000.000.000.00 16. k.V(n - 1)Hitungan2515.4211.0212.316.153.086.045.956.3411.505.756.883.445.858.398.447.583.791.900.950.47 17. Volume Penyimpanan(15 +16)30.8422.0424.6112.316.1512.0911.8912.6823.0111.5013.766.8811.7116.7816.8915.167.583.791.900.950.47 18. DVn = Vn - V(n - 1)Hitungan-19.16-8.802.58-12.31-6.155.93-0.200.7910.32-11.502.26-6.884.835.070.11-1.73-7.58-3.79-1.90-0.95-0.47 19. Aliran Dasarmm/0.5bl(14 - 18)26.9517.6215.5512.316.156.087.998.1911.9011.508.426.886.209.4911.2210.687.583.791.900.950.47 20. Aliran Langsungmm/0.5bl(11 - 14)31.1235.3172.510.000.0048.0631.1935.9488.870.0042.720.0044.0958.2645.3335.830.000.000.000.000.00 21. Aliran Totalmm/0.5bl(19 + 20)58.0752.9488.0612.316.1554.1439.1944.13100.7711.5051.146.8850.2967.7656.5546.517.583.791.900.950.47 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl3.493.185.290.740.373.252.352.656.050.693.070.413.024.073.402.790.460.230.110.060.03 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

Sat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNop No.U r a i a n

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData76848412267581079442159631361261176337367838722 2. Hari Hujan (n) HariData365465673764502043471 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.230.1750.1950.2050.1850.1950.1750.160.2250.170.1750.2050.1950.2650.2450.2650.2150.2250.2050.160.25 6. DEmm/0.5bl(3 x 5)9.067.478.909.865.605.435.615.287.5265.885.1616.4011.9915.917.1620.0423.076.575.854.879.03 7. Ea = ETo - DEmm/0.5bl(3 - 6)30.3335.2336.7538.2324.6822.4326.4527.7225.91321.6724.3163.5849.5044.1422.0755.5984.2222.6222.6725.5527.08 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)454947844335816616-1633972777341-52-11456062-5 9. Kandungan Air Tanahmm/0.5bl-0.000.000.000.000.000.000.000.000.00-100.00100.00100.000.000.000.00-100.000.00100.000.000.00-100.00 10. Kelembaban Tanahmm/0.5bl-1001001001001001001001001000.00100.00100100100100FALSEFALSE100100100FALSE 11. Kelebihan Airmm/0.5bl(8 - 9)4549478443358166160007773414800606295 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)9.079.759.4516.828.537.0516.1113.193.150.000.000.0015.3714.578.199.550.000.0012.0012.3619.05 15. 0.5 (1 + k) x IHitungan6.807.317.0912.626.405.2912.089.892.360.000.000.0011.5310.936.147.160.000.009.009.2714.29 16. k.V(n - 1)Hitungan2515.9011.619.3510.988.696.999.549.716.043.021.510.756.148.537.347.253.621.815.417.34 17. Volume Penyimpanan(15 +16)31.8023.2218.6921.9617.3813.9819.0719.4312.086.043.021.5112.2817.0714.6714.507.253.6210.8114.6721.62 18. DVn = Vn - V(n - 1)Hitungan-18.20-8.59-4.523.27-4.58-3.405.090.36-7.35-6.04-3.02-1.5110.774.79-2.39-0.18-7.25-3.627.193.866.95 19. Aliran Dasarmm/0.5bl(14 - 18)27.2718.3413.9713.5513.1110.4511.0212.8310.506.043.021.514.609.7810.589.727.253.624.818.5012.10 20. Aliran Langsungmm/0.5bl(11 - 14)36.2739.0137.8067.2834.1228.1964.4452.7612.610.000.000.0061.4758.2932.7538.190.000.0048.0049.4376.20 21. Aliran Totalmm/0.5bl(19 + 20)63.5457.3551.7780.8447.2438.6475.4565.5923.116.043.021.5166.0668.0743.3347.927.253.6252.8157.9388.30 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl3.823.453.114.862.842.324.533.941.390.360.180.093.974.092.602.880.440.223.173.485.31 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNop

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData215111151525342561392102082711357920839469110955 2. Hari Hujan (n) HariData1399443579106726243223 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.260.220.130.140.210.2150.220.190.160.140.1150.1850.1650.2350.180.2350.210.220.240.2450.22 6. DEmm/0.5bl(3 x 5)10.249.405.936.736.365.997.056.275.3554.263.3914.8010.1514.115.2617.7822.536.426.847.457.94 7. Ea = ETo - DEmm/0.5bl(3 - 6)29.1433.3139.7241.3623.9221.8725.0126.7328.08333.2926.0865.1851.3445.9423.9757.8684.7622.7621.6722.9628.17 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)-27-187111028311730111-1241822058433184-19-3868-12-1427 9. Kandungan Air Tanahmm/0.5bl-0.000.00100.000.000.000.000.000.000.00-100.00100.00100.000.000.000.00-100.000.00100.00-100.000.00100.00 10. Kelembaban Tanahmm/0.5bl-FALSEFALSE1001001001001001001000.00100.00100100100100FALSEFALSE100FALSEFALSE100 11. Kelebihan Airmm/0.5bl(8 - 9)00011028311730111082105843318481008800 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)0.000.000.0022.005.556.233.335.9222.250.0016.3821.1016.736.6136.8116.290.000.0017.600.000.00 15. 0.5 (1 + k) x IHitungan0.000.000.0016.504.164.672.504.4416.690.0012.2915.8212.554.9627.6012.220.000.0013.200.000.00 16. k.V(n - 1)Hitungan2512.506.253.139.816.995.834.164.3010.505.258.7712.3012.428.6918.1515.187.593.808.504.25 17. Volume Penyimpanan(15 +16)25.0012.506.2519.6213.9711.668.338.6020.9910.5017.5424.5924.8417.3836.3030.3715.187.5917.008.504.25 18. DVn = Vn - V(n - 1)Hitungan-25.00-12.50-6.2513.37-5.65-2.32-3.330.2812.39-10.507.047.050.25-7.4618.91-5.93-15.18-7.599.40-8.50-4.25 19. Aliran Dasarmm/0.5bl(14 - 18)25.0012.506.258.6211.208.546.665.649.8610.509.3414.0416.4814.0717.8922.2215.187.598.208.504.25 20. Aliran Langsungmm/0.5bl(11 - 14)0.000.000.0087.9822.2024.9013.3323.6889.000.0065.5484.3966.9226.45147.2365.180.000.0070.400.000.00 21. Aliran Totalmm/0.5bl(19 + 20)25.0012.506.2596.6133.4033.4519.9929.3398.8710.5074.8898.4383.4040.52165.1287.4015.187.5978.598.504.25 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl1.500.750.385.802.012.011.201.765.940.634.505.915.012.439.925.250.910.464.720.510.26 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm JuliAgustusSeptemberOktoberNopem No.U r a i a nJuni Sat.Ket.JanuariFebruariMaretAprilMei

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

Tahun : Luas C.A: 121212121212121212121 IData Meteorologi 1. Hujan Bulanan (R)mm/0.5blData3935612044531156194338442324917644122901186 2. Hari Hujan (n) HariData4251331481237451111013 IIEvapotranspirasi Aktual (Ea) 3. Evapotranspirasi Potensial (ETo)mm/0.5blData39.3842.7145.6548.0930.2827.8632.0633.0033.43387.5529.4779.9861.4960.0529.2375.64107.2929.1928.5130.4136.11 4. Faktor Singkapan Tanah & Vegetasi (m)%Data30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.00 5. m/20(18 - n)%Hitungan0.210.2350.190.250.220.230.250.210.1550.0950.220.160.210.1950.250.260.260.250.270.260.225 6. DEmm/0.5bl(3 x 5)8.2710.048.6712.026.666.418.026.935.1836.826.4812.8012.9111.717.3119.6727.897.307.707.918.12 7. Ea = ETo - DEmm/0.5bl(3 - 6)31.1132.6736.9836.0723.6221.4524.0526.0728.25350.7322.9867.1848.5848.3421.9255.9779.3921.8920.8222.5027.99 IIIKeseimbangan Air 8. S = R - Eamm/0.5bl(1 - 7)8324-162031-1330165-1321164112722-55-777-21-1158 9. Kandungan Air Tanahmm/0.5bl-0.000.000.00-100.000.000.00-100.000.000.00-100.00100.00100.000.000.000.00-100.000.00100.00-100.000.00100.00 10. Kelembaban Tanahmm/0.5bl-100100100FALSE100100FALSE100100FALSE100.00100100100100FALSEFALSE100FALSEFALSE100 11. Kelebihan Airmm/0.5bl(8 - 9)832484203187301658706411272245007900 IVLimpasan & Penyimpanan Air Tanah 12. Koefisien Infiltrasi (i)0.2Data0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2 13. Faktor Resesi Aliran Air Tanah (k)0.5Data0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5 14. Infiltrasi (I)mm/0.5bl(11 x 12)1.640.534.8716.854.046.2117.325.9933.0517.490.0012.900.1825.464.488.940.000.0015.840.000.00 15. 0.5 (1 + k) x IHitungan1.230.403.6512.643.034.6612.994.4924.7913.120.009.670.1319.103.366.700.000.0011.880.000.00 16. k.V(n - 1)Hitungan2513.126.765.218.925.985.329.166.8215.8114.467.238.454.2911.707.537.123.561.786.833.41 17. Volume Penyimpanan(15 +16)26.2313.5210.4117.8511.9610.6318.3113.6431.6128.9214.4616.908.5823.3915.0614.237.123.5613.666.833.41 18. DVn = Vn - V(n - 1)Hitungan-23.77-12.72-3.107.43-5.89-1.327.68-4.6717.97-2.69-14.462.44-8.3214.81-8.33-0.82-7.12-3.5610.10-6.83-3.41 19. Aliran Dasarmm/0.5bl(14 - 18)25.4113.257.989.429.937.539.6510.6515.0920.1814.4610.458.5010.6612.829.767.123.565.746.833.41 20. Aliran Langsungmm/0.5bl(11 - 14)6.582.1319.4867.4116.1724.8469.3023.94132.2069.950.0051.590.71101.8617.9335.760.000.0063.350.000.00 21. Aliran Totalmm/0.5bl(19 + 20)31.9915.3827.4676.8326.1132.3778.9434.60147.2990.1314.4662.049.21112.5230.7545.527.123.5669.096.833.41 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 VDebit Aliran Sungai 22. Debit Efektifm3 /dt(21) x A/0.5bl1.920.921.654.621.571.944.742.088.855.420.873.730.556.761.852.730.430.214.150.410.21 23. Catchment Area (A)Km2Data77.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.8777.87 Kapasitas Kelembaban Tanah =100.00mm/0.5bln Initial Storage =50.00mm

No.U r a i a nSat.Ket.JanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberNopem

PERHITUNGAN SETENGAH BULANAN DENGAN METODE DR.F.J.MOCK

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