Hidrologi.docx
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HIDROLOGI 2019
Tabel Perhitungan Curah Hujan Rata - Rata Hujan NO Tahun D E F 0.21 0.27 1 1996 83 85 2 1997 79 81 3 1998 60 62 4 1999 93 95 5 2000 54 56 6 2001 42 44 7 2002 70 72 8 2003 46 48 9 2004 43 45 10 2005 65 67 11 2006 163 165 12 2007 140 142 13 2008 145 147 14 2009 471 473 15 2010 262 264 16 2011 223 225 17 2012 210 212
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
Hujan Rata - Rata (mm) 0.52 (Pd.0.21)+(Pe.0.25)+(Pf.0.54) 95 89.78 91 129.98 72 66.78 105 99.78 66 60.78 54 48.78 82 76.78 58 52.78 55 49.78 77 71.78 175 169.78 152 146.78 157 227.14 483 477.78 274 268.78 235 229.78 222 216.78
Page
HIDROLOGI 2019
NO
Tahun
1 1996 2 1997 3 1998 4 1999 5 2000 6 2001 7 2002 8 2003 9 2004 10 2005 11 2006 12 2007 13 2008 14 2009 15 2010 16 2011 17 2012 Jumlah (∑) Rata - Rata (Ẋ)
Hujan Rata - Rata (X) (Pd.0.21)+(Pe.0.27)+(Pf.0.52) 89.78 129.98 66.78 99.78 60.78 48.78 76.78 52.78 49.78 71.78 169.78 146.78 227.14 477.78 268.78 229.78 216.78 2483.82 146.1070588
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
( X - Ẋ)^2
( X - Ẋ)^3
( X - Ẋ)^4
3172.7376 260.08203 6292.7823 2146.1964 7280.707 9472.556 4806.2411 8709.9399 9278.9023 5524.5117 560.40814 0.4528498 6566.338 110006.94 15048.65 7001.1611 4994.6646 201123.27
-178710.97493 -4194.35814 -499187.90863 -99426.96591 -621241.31169 -921936.05193 -333202.55843 -812873.07420 -893809.36397 -410620.70412 13266.50903 0.30474 532089.64490 36486325.30933 1846062.21719 585807.73964 352987.63850 35041336.09137
10066263.59741 67642.66040 39599108.59180 4606158.89826 53008693.94623 89729324.35786 23099953.36831 75863053.21230 86098027.18017 30520229.22905 314057.28780 0.20507 43116788.89552 12101526828.06540 226461881.77742 49016256.53981 24946674.61167 12858040942.42450
11830.781
2061255.06420
756355349.55438
Page
HIDROLOGI 2019
TABEL PERHITUNGAN PARAMETER STTISTIK DATA HUJAN NO
Tahun
1 1996 2 1997 3 1998 4 1999 5 2000 6 2001 7 2002 8 2003 9 2004 10 2005 11 2006 12 2007 13 2008 14 2009 15 2010 16 2011 17 2012 Jumlah (∑) Rata - Rata (Ẋ)
Hujan Rata - Rata (mm) (Pd.0.21)+(Pe.0.25)+(Pf.0.54) 89.78 129.98 66.78 99.78 60.78 48.78 76.78 52.78 49.78 71.78 169.78 146.78 227.14 477.78 268.78 229.78 216.78 2483.82 146.107
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
lnx
(lnx - Īnx )^2
4.497 4.867 4.201 4.603 4.107 3.887 4.341 3.966 3.908 4.274 5.135 4.989 5.426 6.169 5.594 5.437 5.379 80.780 4.7518
0.0647 0.0134 0.3029 0.0221 0.4154 0.7473 0.1688 0.6172 0.7126 0.2286 0.1465 0.0562 0.4540 2.0090 0.7092 0.4697 0.3933 7.5309 0.4430
Page
HIDROLOGI 2019
Tabel Rekapikulasi Perhitungan Curah Hujan Efektif
Periode Ulang T (Tahun) 5 10 25 50 100
CN Kering 21.1683 21.1683 21.1683 21.1683 21.1683
Normal 39 39 39 39 39
S Basah 59.5222 59.5222 59.5222 59.5222 59.5222
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
Kering 945.9074 945.9074 945.9074 945.9074 945.9074
Normal 397.282 397.282 397.282 397.282 397.282
Hujan Efektif (Pe) Basah 172.7315 172.7315 172.7315 172.7315 172.7315
Kering 0.1245 0.1282 47.4765 106.3851 206.0863
Normal 28.1009 28.1668 154.704 266.2665 417.2879
Page
Basah 81.0179 81.1363 273.5653 399.2369 572.0894
Tabel Perhitungan Curah Hujan Rata - Rata Hujan NO Tahun D E F 0.21 0.27 1 1996 83 85 2 1997 79 81 3 1998 60 62 4 1999 93 95 5 2000 54 56 6 2001 42 44 7 2002 70 72 8 2003 46 48 9 2004 43 45 10 2005 65 67 11 2006 163 165 12 2007 140 142 13 2008 145 147 14 2009 471 473 15 2010 262 264 16 2011 223 225 17 2012 210 212
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
Hujan Rata - Rata (mm) 0.52 (Pd.0.21)+(Pe.0.25)+(Pf.0.54) 95 89.78 91 129.98 72 66.78 105 99.78 66 60.78 54 48.78 82 76.78 58 52.78 55 49.78 77 71.78 175 169.78 152 146.78 157 227.14 483 477.78 274 268.78 235 229.78 222 216.78
Page
HIDROLOGI 2019
NO
Tahun
1 1996 2 1997 3 1998 4 1999 5 2000 6 2001 7 2002 8 2003 9 2004 10 2005 11 2006 12 2007 13 2008 14 2009 15 2010 16 2011 17 2012 Jumlah (∑) Rata - Rata (Ẋ)
Hujan Rata - Rata (X) (Pd.0.21)+(Pe.0.27)+(Pf.0.52) 89.78 129.98 66.78 99.78 60.78 48.78 76.78 52.78 49.78 71.78 169.78 146.78 227.14 477.78 268.78 229.78 216.78 2483.82 146.1070588
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
( X - Ẋ)^2
( X - Ẋ)^3
( X - Ẋ)^4
3172.7376 260.08203 6292.7823 2146.1964 7280.707 9472.556 4806.2411 8709.9399 9278.9023 5524.5117 560.40814 0.4528498 6566.338 110006.94 15048.65 7001.1611 4994.6646 201123.27
-178710.97493 -4194.35814 -499187.90863 -99426.96591 -621241.31169 -921936.05193 -333202.55843 -812873.07420 -893809.36397 -410620.70412 13266.50903 0.30474 532089.64490 36486325.30933 1846062.21719 585807.73964 352987.63850 35041336.09137
10066263.59741 67642.66040 39599108.59180 4606158.89826 53008693.94623 89729324.35786 23099953.36831 75863053.21230 86098027.18017 30520229.22905 314057.28780 0.20507 43116788.89552 12101526828.06540 226461881.77742 49016256.53981 24946674.61167 12858040942.42450
11830.781
2061255.06420
756355349.55438
Page
HIDROLOGI 2019
TABEL PERHITUNGAN PARAMETER STTISTIK DATA HUJAN NO
Tahun
1 1996 2 1997 3 1998 4 1999 5 2000 6 2001 7 2002 8 2003 9 2004 10 2005 11 2006 12 2007 13 2008 14 2009 15 2010 16 2011 17 2012 Jumlah (∑) Rata - Rata (Ẋ)
Hujan Rata - Rata (mm) (Pd.0.21)+(Pe.0.25)+(Pf.0.54) 89.78 129.98 66.78 99.78 60.78 48.78 76.78 52.78 49.78 71.78 169.78 146.78 227.14 477.78 268.78 229.78 216.78 2483.82 146.107
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
lnx
(lnx - Īnx )^2
4.497 4.867 4.201 4.603 4.107 3.887 4.341 3.966 3.908 4.274 5.135 4.989 5.426 6.169 5.594 5.437 5.379 80.780 4.7518
0.0647 0.0134 0.3029 0.0221 0.4154 0.7473 0.1688 0.6172 0.7126 0.2286 0.1465 0.0562 0.4540 2.0090 0.7092 0.4697 0.3933 7.5309 0.4430
Page
HIDROLOGI 2019
Tabel Rekapikulasi Perhitungan Curah Hujan Efektif
Periode Ulang T (Tahun) 5 10 25 50 100
CN Kering 21.1683 21.1683 21.1683 21.1683 21.1683
Normal 39 39 39 39 39
S Basah 59.5222 59.5222 59.5222 59.5222 59.5222
ANGELIN ANASTASYA CORIA AYOMI 20170611014132
Kering 945.9074 945.9074 945.9074 945.9074 945.9074
Normal 397.282 397.282 397.282 397.282 397.282
Hujan Efektif (Pe) Basah 172.7315 172.7315 172.7315 172.7315 172.7315
Kering 0.1245 0.1282 47.4765 106.3851 206.0863
Normal 28.1009 28.1668 154.704 266.2665 417.2879
Page
Basah 81.0179 81.1363 273.5653 399.2369 572.0894
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