Curah Hujan Bps Sorong Kota 2.xlsx
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Curah Hujan Bps Sorong Kota 2.xlsx as PDF for free.
More details
- Words: 697
- Pages: 9
Banyaknya Curah Hujan (mm)
Bulan
2008
2009
2010
2011
2012
2013
2014
Januari
139.8
175.8
62.6
179.3
218.8
221
125
Februari
233.2
199.8
68.8
301.1
212.3
200
127
Maret
336.8
175.8
60.3
473.6
568
155
203
April
201
371
195.8
132.2
275.5
357
88
Mei
430.2
125.5
365.6
492.8
170.9
661
506
Juni
404
296
426
205.2
444.4
171
341
Juli
597.2
390.6
277
597.5
455.6
491
106
Agustus
614
150.4
292
268
103
284
355
September
417
132.8
471
428
192.5
221
96
Oktober
378.8
861
342.8
243
118.7
122
73
November 308.8
281.4
230.6
243
174.7
247
235
Desember 245.2 Rata-rata 358.8
73.8
334.6
222.8
150.6
219
198
269.5
260.6
315.5
257.1
279.1
204.4
n 1 2 3 4 5 6 7 8 9 10
Yn 2.35 1.61 1.14 0.79 0.50 0.24 -0.01 -0.26 -0.53 -0.87 4.952 0.4952
(Yn-YN) 1.86 1.11 0.65 0.30 0.01 -0.26 -0.51 -0.76 -1.03 -1.37
No. 1 2 3 4 5 6 7 8 9 10
X1 (X1-Xr) (X1-Xr)^2 358.83 -88.6 7850.7 269.49 0.7 0.5 260.59 9.6 92.9 315.54 -45.3 2053.2 257.08 13.1 172.8 279.08 -8.9 78.4 204.42 65.8 4331.3 174.33 95.9 9196.0 254.50 15.7 247.4 328.42 -58.2 3385.8 Jumlah 27409.0 Sx 55.2
Per.Ulang 2 5 10 20 25 50 100
Yt K 0.3665 -0.129 1.4999 1.004 2.2504 1.753 2.9702 2.473 3.1985 2.701 3.9019 3.403 4.6001 4.101
Xr 270.2 270.2 270.2 270.2 270.2 270.2 270.2
YN Sx 55.19 55.19 55.19 55.19 55.19 55.19 55.19
Xt (Beda Rumus) 263.13 325.62 366.99 406.68 419.27 458.05 496.54
Sn
CHR I (mm/jam) 263.13 91.22 325.62 112.89 366.99 127.23 406.68 140.99 419.27 145.35 458.05 158.80 496.54 172.14
t/R24 1 2 3 4 5 6 7 8 9 10 11 12
2 5 270.04 336.62 93.62 116.70 58.98 73.52 45.01 56.10 37.15 46.31 32.02 39.91 28.35 35.34 25.58 31.89 23.40 29.17 21.64 26.97 20.17 25.14 18.93 23.59 17.86 22.26
Intensitas Curah Hujan (mm/jam) 10 20 25 380.68 422.41 436.22 131.98 146.44 151.23 83.14 92.25 95.27 63.45 70.40 72.70 52.37 58.12 60.02 45.14 50.08 51.72 39.97 44.35 45.80 36.07 40.02 41.33 32.99 36.61 37.81 30.50 33.85 34.95 28.43 31.55 32.58 26.68 29.61 30.58 25.18 27.94 28.85
50 477.70 165.61 104.33 79.62 65.72 56.64 50.16 45.26 41.40 38.28 35.68 33.48 31.60
100 518.71 179.83 113.28 86.45 71.36 61.50 54.46 49.14 44.96 41.56 38.74 36.36 34.31
mm)
Total
2015
2016
2017
182
167
128
159.93
298
48
372
206.02
222
84
338
261.65
155
138
241
215.45
110
429
528
381.9
29307.44098
478
293
447
350.56
87922.32294
26.37669688
142
665
273
399.49
263766.96882
250000
30
226
487
280.94
8
412
734
311.23
Resiko
151
184
192
266.63
Hidrologi (PT)
230
163
85
219.85
86
245
116
174.3
254.5
328.4
189.1 270.23
(Yn-YN)^2 3.44 1.23 0.42 0.09 0.00 0.07 0.26 0.57 1.06 1.88 9.018 1.0010 C 0.9 0.9 0.9 0.9 0.9 0.9 0.9
41%
LUAS A LUAS B cm^2 3043950000 5132375000 m2 304395 513238 Kemiringan 36% 36% saluran (cm) 94550 945.5
A (ha) 51.32 51.32 51.32 51.32 51.32 51.32 51.32
Q (m^3/s) 11.7049 14.4845 16.3248 18.0901 18.6501 20.3751 22.0874
Rh (%) 97% 67% 41% 23% 18% 10% 5%
I (m/s)
1 Jam Q (m^3/s)
0.00003534
4.538268
t/R24 1 2 3 4 5 6 7 8 9 10 11 12
2 270.04 12.0123 7.5673 5.7749 4.7671 4.1082 3.6380 3.2827 3.0031 2.7763 2.5880 2.4287 2.2918
5 336.62 14.9736 9.4328 7.1985 5.9423 5.1209 4.5348 4.0919 3.7434 3.4607 3.2260 3.0274 2.8567
Debit Limpasan (m^3/s) 10 20 380.68 422.41 16.9339 18.7899 10.6677 11.8369 8.1410 9.0333 6.7202 7.4568 5.7913 6.4261 5.1285 5.6906 4.6276 5.1348 4.2335 4.6975 3.9138 4.3427 3.6483 4.0482 3.4237 3.7989 3.2307 3.5849
25 436.22 19.4044 12.2240 9.3287 7.7007 6.6362 5.8767 5.3028 4.8511 4.4848 4.1806 3.9232 3.7021
0.527533938
50 477.70 21.2493 13.3862 10.2156 8.4328 7.2671 6.4354 5.8069 5.3123 4.9111 4.5780 4.2962 4.0541
100 518.71 23.0735 14.5354 11.0926 9.1567 7.8910 6.9879 6.3054 5.7684 5.3327 4.9710 4.6650 4.4021
Catchment Q (m3/s) Tinggi (m) / h Lebar Dasar Saluran / b (m) DTH1 4.5383 1.13 2.8
A (m2) 4.4513
Lebar Permukaan Saluran / B (m) 5.07
Keliling Basah / w (m) 3.38
Kedalaman Saluran / H (m) 4.51
Radius Hidrolik / R (m) Kecepatan Aliran / V (m/s)Kapasitas Pengaliran / Q (m3/s) 1.32 0.23 1.008
Volume Saluran (m3) 16834.90
Bulan
2008
2009
2010
2011
2012
2013
2014
Januari
139.8
175.8
62.6
179.3
218.8
221
125
Februari
233.2
199.8
68.8
301.1
212.3
200
127
Maret
336.8
175.8
60.3
473.6
568
155
203
April
201
371
195.8
132.2
275.5
357
88
Mei
430.2
125.5
365.6
492.8
170.9
661
506
Juni
404
296
426
205.2
444.4
171
341
Juli
597.2
390.6
277
597.5
455.6
491
106
Agustus
614
150.4
292
268
103
284
355
September
417
132.8
471
428
192.5
221
96
Oktober
378.8
861
342.8
243
118.7
122
73
November 308.8
281.4
230.6
243
174.7
247
235
Desember 245.2 Rata-rata 358.8
73.8
334.6
222.8
150.6
219
198
269.5
260.6
315.5
257.1
279.1
204.4
n 1 2 3 4 5 6 7 8 9 10
Yn 2.35 1.61 1.14 0.79 0.50 0.24 -0.01 -0.26 -0.53 -0.87 4.952 0.4952
(Yn-YN) 1.86 1.11 0.65 0.30 0.01 -0.26 -0.51 -0.76 -1.03 -1.37
No. 1 2 3 4 5 6 7 8 9 10
X1 (X1-Xr) (X1-Xr)^2 358.83 -88.6 7850.7 269.49 0.7 0.5 260.59 9.6 92.9 315.54 -45.3 2053.2 257.08 13.1 172.8 279.08 -8.9 78.4 204.42 65.8 4331.3 174.33 95.9 9196.0 254.50 15.7 247.4 328.42 -58.2 3385.8 Jumlah 27409.0 Sx 55.2
Per.Ulang 2 5 10 20 25 50 100
Yt K 0.3665 -0.129 1.4999 1.004 2.2504 1.753 2.9702 2.473 3.1985 2.701 3.9019 3.403 4.6001 4.101
Xr 270.2 270.2 270.2 270.2 270.2 270.2 270.2
YN Sx 55.19 55.19 55.19 55.19 55.19 55.19 55.19
Xt (Beda Rumus) 263.13 325.62 366.99 406.68 419.27 458.05 496.54
Sn
CHR I (mm/jam) 263.13 91.22 325.62 112.89 366.99 127.23 406.68 140.99 419.27 145.35 458.05 158.80 496.54 172.14
t/R24 1 2 3 4 5 6 7 8 9 10 11 12
2 5 270.04 336.62 93.62 116.70 58.98 73.52 45.01 56.10 37.15 46.31 32.02 39.91 28.35 35.34 25.58 31.89 23.40 29.17 21.64 26.97 20.17 25.14 18.93 23.59 17.86 22.26
Intensitas Curah Hujan (mm/jam) 10 20 25 380.68 422.41 436.22 131.98 146.44 151.23 83.14 92.25 95.27 63.45 70.40 72.70 52.37 58.12 60.02 45.14 50.08 51.72 39.97 44.35 45.80 36.07 40.02 41.33 32.99 36.61 37.81 30.50 33.85 34.95 28.43 31.55 32.58 26.68 29.61 30.58 25.18 27.94 28.85
50 477.70 165.61 104.33 79.62 65.72 56.64 50.16 45.26 41.40 38.28 35.68 33.48 31.60
100 518.71 179.83 113.28 86.45 71.36 61.50 54.46 49.14 44.96 41.56 38.74 36.36 34.31
mm)
Total
2015
2016
2017
182
167
128
159.93
298
48
372
206.02
222
84
338
261.65
155
138
241
215.45
110
429
528
381.9
29307.44098
478
293
447
350.56
87922.32294
26.37669688
142
665
273
399.49
263766.96882
250000
30
226
487
280.94
8
412
734
311.23
Resiko
151
184
192
266.63
Hidrologi (PT)
230
163
85
219.85
86
245
116
174.3
254.5
328.4
189.1 270.23
(Yn-YN)^2 3.44 1.23 0.42 0.09 0.00 0.07 0.26 0.57 1.06 1.88 9.018 1.0010 C 0.9 0.9 0.9 0.9 0.9 0.9 0.9
41%
LUAS A LUAS B cm^2 3043950000 5132375000 m2 304395 513238 Kemiringan 36% 36% saluran (cm) 94550 945.5
A (ha) 51.32 51.32 51.32 51.32 51.32 51.32 51.32
Q (m^3/s) 11.7049 14.4845 16.3248 18.0901 18.6501 20.3751 22.0874
Rh (%) 97% 67% 41% 23% 18% 10% 5%
I (m/s)
1 Jam Q (m^3/s)
0.00003534
4.538268
t/R24 1 2 3 4 5 6 7 8 9 10 11 12
2 270.04 12.0123 7.5673 5.7749 4.7671 4.1082 3.6380 3.2827 3.0031 2.7763 2.5880 2.4287 2.2918
5 336.62 14.9736 9.4328 7.1985 5.9423 5.1209 4.5348 4.0919 3.7434 3.4607 3.2260 3.0274 2.8567
Debit Limpasan (m^3/s) 10 20 380.68 422.41 16.9339 18.7899 10.6677 11.8369 8.1410 9.0333 6.7202 7.4568 5.7913 6.4261 5.1285 5.6906 4.6276 5.1348 4.2335 4.6975 3.9138 4.3427 3.6483 4.0482 3.4237 3.7989 3.2307 3.5849
25 436.22 19.4044 12.2240 9.3287 7.7007 6.6362 5.8767 5.3028 4.8511 4.4848 4.1806 3.9232 3.7021
0.527533938
50 477.70 21.2493 13.3862 10.2156 8.4328 7.2671 6.4354 5.8069 5.3123 4.9111 4.5780 4.2962 4.0541
100 518.71 23.0735 14.5354 11.0926 9.1567 7.8910 6.9879 6.3054 5.7684 5.3327 4.9710 4.6650 4.4021
Catchment Q (m3/s) Tinggi (m) / h Lebar Dasar Saluran / b (m) DTH1 4.5383 1.13 2.8
A (m2) 4.4513
Lebar Permukaan Saluran / B (m) 5.07
Keliling Basah / w (m) 3.38
Kedalaman Saluran / H (m) 4.51
Radius Hidrolik / R (m) Kecepatan Aliran / V (m/s)Kapasitas Pengaliran / Q (m3/s) 1.32 0.23 1.008
Volume Saluran (m3) 16834.90
Related Documents
Curah Hujan Bps Sorong Kota 2.xlsx
August 2019 32
Curah Hujan
August 2019 29
Curah Hujan Boyolali.pdf
May 2020 17
Excel Curah Hujan Dan Idf.xlsx
July 2020 15
1.curah Hujan Harian Stasion 1.xls
April 2020 12More Documents from "Halo Hola"
Perhitungan Okfix.xlsx
August 2019 45
Iii Hasil Dan Pembahasan.docx
August 2019 33
Bab Iii Dasar Teori Peirisan Air.pdf
August 2019 40
Ok Fix.docx
August 2019 41
Fix Betul
August 2019 51