Perhitungan volume Galian Saluran daerah kanan sungai

No Nama Saluran Luas Galian (m2) Panjang saluran (m)

SP I 1.819 10001 BRO 1 0.965 9002 BRO 2 1.251 9003 BRO 3 0.801 100

SP II 6.725 17001 BRO 4 1.224 11002 BRO 6 1.257 11003 BRO 5 1.067 10004 BRO 7 1.174 10005 BRO 8 0.818 200

SP III 8.545 1700

1 BRO 9 0.962 800

2 BRO 12 1.071 800

3 BRO 10 1.575 14004 BRO 13 1.575 14005 BRO 11 1.006 9006 BRO 14 1.065 900

7 BRO 15 0.900 200

SP IV 8.517 1200

1 BRO 16 0.770 800

2 BRO 22 0.801 800

3 BRO 17 1.027 11004 BRO 23 1.374 11005 BRO 18 1.167 11006 BRO 24 0.924 11007 BRO 19 1.439 7008 BRO 25 0.891 7009 BRO 20 0.832 60010 BRO 26 1.107 60011 BRO 21 0.662 500

12 BRO 27 0.716 500

SP V 3.859 10001 BRO 28 1.122 6002 BRO 31 0.818 600

3 BRO 29 0.616 2004 BRO 32 0.604 200

5 BRO 30 0.984 1000SP VI 6.667 1700

1 BRO 33 2.035 900

2 BRO 40 1.579 900

3 BRO 34 1.489 8004 BRO 41 1.590 8005 BRO 35 1.265 7006 BRO 42 1.559 7007 BRO 36 1.163 9008 BRO 43 1.132 9009 BRO 37 1.324 110010 BRO 44 1.290 110011 BRO 38 1.288 110012 BTO 45 1.255 110013 BRO 39 1.184 1000

14 BTO 46 1.152 1000

Perhitungan volume Galian Saluran daerah kanan sungai h b w

Volume (m3) (m) (m) (m)

1,819 0.5154 1.00 0.60 868 0.4017 0.50 0.40 1,126 0.4258 0.50 0.50 80 0.3407 0.50 0.40 11,432 1.3898 1.00 0.60 1,347 0.4173 0.50 0.50 1,382 0.4275 0.50 0.50

1,067 0.3660 0.50 0.50

1,174 0.4013 0.50 0.50

164 0.3472 0.50 0.40

14,526 1.6224 1.00 0.60

769 0.3296 0.50 0.50

857 0.3675 0.50 0.50

2,205 0.5211 0.50 0.50

2,205 0.5211 0.50 0.50

905 0.3451 0.50 0.50

959 0.3654 0.50 0.50

180 0.3783 0.50 0.40

10,220 1.5096 1.00 0.75

616 0.3287 0.50 0.40

641 0.3409 0.50 0.40

1,129 0.4234 0.50 0.40

1,511 0.4632 0.50 0.50

1,284 0.3990 0.50 0.50

1,017 0.3871 0.50 0.40

1,007 0.4823 0.50 0.50

624 0.3748 0.50 0.40

499 0.3526 0.50 0.40

664 0.3794 0.50 0.50

331 0.2841 0.50 0.40

358 0.3068 0.50 0.40

3,859 0.9471 1.00 0.60 673 0.3845 0.50 0.50 491 0.3473 0.50 0.40

123 0.2639 0.50 0.40

121 0.2586 0.50 0.40

984 0.4084 0.50 0.40

11,334 1.2729 1.00 0.75

1,832 0.6415 0.50 0.50

1,421 0.5942 0.50 0.40

1,191 0.5687 0.50 0.40

1,272 0.5972 0.50 0.40

886 0.5016 0.50 0.40

1,092 0.5168 0.50 0.50

1,046 0.3976 0.50 0.50

1,019 0.3876 0.50 0.50

1,457 0.4482 0.50 0.50

1,419 0.4377 0.50 0.50

1,417 0.4372 0.50 0.50

1,380 0.4269 0.50 0.50

1,184 0.4045 0.50 0.50

1,152 0.3942 0.50 0.50

Nama Saluran Luas Galian (m2)Panjang saluran (m) Volume (m3)SP V 15.555 970 15,088 SE 1 21.655 670 14,509 SE 2 16.695 1440 24,041 SE 3 16.695 1070 17,864 SE 4 12.375 998 12,350 SE 5 11.395 600 6,837 SE 6 13.920 910 12,667

2.05 1.0 3.05 9.3022.55 1.0 3.55 12.6032.15 1.0 3.15 9.9232.15 1.0 3.15 9.9231.75 1.0 2.75 7.5631.65 1.0 2.65 7.0231.90 1.0 2.90 8.410

Tabel 13.5 Perhitungan volume Galian Saluran daerah kiri sungaiNo1234567

2.052.552.152.151.751.651.90

D

(m)

1.12 1.244 0.5750.80 0.643 0.3220.93 0.857 0.3940.74 0.549 0.2521.99 3.959 2.7660.92 0.841 0.3830.93 0.860 0.3960.87 0.750 0.3170.90 0.812 0.3620.75 0.558 0.2592.22 4.939 3.6060.83 0.688 0.2730.87 0.753 0.3191.02 1.043 0.5321.02 1.043 0.5320.85 0.714 0.2920.87 0.749 0.316

0.78 0.606 0.294

2.26 5.106 3.4110.73 0.531 0.2390.74 0.549 0.2530.82 0.678 0.3490.96 0.928 0.4460.90 0.808 0.3590.79 0.619 0.3050.98 0.965 0.4740.77 0.600 0.2900.75 0.566 0.2650.88 0.773 0.3340.68 0.468 0.194

0.71 0.500 0.217

1.55 2.394 1.4650.88 0.782 0.3400.75 0.558 0.2600.66 0.441 0.1750.66 0.434 0.170

0.81 0.653 0.3302.02 4.092 2.5751.14 1.303 0.7320.99 0.988 0.5910.97 0.938 0.5511.00 0.994 0.5950.90 0.813 0.4521.02 1.034 0.5250.90 0.806 0.3570.89 0.788 0.3440.95 0.899 0.4250.94 0.879 0.4100.94 0.878 0.4100.93 0.859 0.3960.90 0.818 0.366

0.89 0.800 0.353

6.2529.0526.7736.7734.8134.3735.510

PERENCANAAN BANGUNAN SIPIL KEAIRAN

ANGGI AULIA LUBIS12 101 015

Perhitungan volume Galian Saluran Daerah Kanan Sungai

No Nama Saluran Luas Galian (m2) Panjang saluran (m) Volume (m3)

SP I 1.8190 1000 1,819.03

1 BRO 1 0.9648 900 868.32

2 BRO 2 1.2514 900 1,126.29

3 BRO 3 0.8009 100 80.09

SP II 6.7250 1700 11,432.43

1 BRO 4 1.2243 1100 1,346.75

2 BRO 6 1.2567 1100 1,382.39

3 BRO 5 1.0668 1000 1,066.84

4 BRO 7 1.1741 1000 1,174.07

5 BRO 8 0.8176 200 163.52

SP III 8.5450 1700 14,526.45

1 BRO 9 0.9616 800 769.25

2 BRO 12 1.0714 800 857.09

3 BRO 10 1.5747 1400 2,204.53

4 BRO 13 1.5747 1400 2,204.53

5 BRO 11 1.0057 900 905.17

6 BRO 14 1.0652 900 958.67

7 BRO 15 0.9001 200 180.03

PERENCANAAN BANGUNAN SIPIL KEAIRAN

ANGGI AULIA LUBIS12 101 015

Tabel Perhitungan Volume Galian Saluran Daerah Kanan Sungai

No Nama Saluran Luas Galian (m2) Panjang saluran (m) Volume (m3)

SP IV 8.517 1200 10,220.01

1 BRO 16 0.770 800 616.34

2 BRO 22 0.801 800 641.17

3 BRO 17 1.027 1100 1,129.19

4 BRO 23 1.374 1100 1,511.37

5 BRO 18 1.167 1100 1,283.72

6 BRO 24 0.924 1100 1,016.54

7 BRO 19 1.439 700 1,007.11

8 BRO 25 0.891 700 623.58

9 BRO 20 0.832 600 499.02

10 BRO 26 1.107 600 664.15

11 BRO 21 0.662 500 331.22

12 BRO 27 0.716 500 358.18

SP V 3.859 1000 3,858.79

1 BRO 28 1.122 600 673.37

2 BRO 29 0.818 600 490.76

3 BRO 30 0.616 200 123.18

4 BRO 31 0.604 200 120.80

5 BRO 32 0.984 1000 983.58

PERENCANAAN BANGUNAN SIPIL KEAIRAN

ANGGI AULIA LUBIS12 101 015

Perhitungan volume Galian Saluran Daerah Kanan Sungai

No Nama Saluran Luas Galian (m2) Panjang saluran (m) Volume (m3)

SP VI 6.667 1700 11,334

1 BRO 33 2.035 900 1,832

2 BRO 40 1.579 900 1,421

3 BRO 34 1.489 800 1,191

4 BRO 41 1.590 800 1,272

5 BRO 35 1.265 700 886

6 BRO 42 1.559 700 1,092

7 BRO 36 1.163 900 1,046

8 BRO 43 1.132 900 1,019

9 BRO 37 1.324 1100 1,457

10 BRO 44 1.290 1100 1,419

11 BRO 38 1.288 1100 1,417

12 BTO 45 1.255 1100 1,380

13 BRO 39 1.184 1000 1,184

14 BTO 46 1.152 1000 1,152