Perhitungan Volume Tandon Untuk Air Minum dengan Cara Operasi waduk

DEBIT KEKURANGAN DEBIT

(lt/dt) (m3/jam)

1 2 3 4 = 2 - 3 5 = 4 x 3,61.00 300 1000 0 02.00 336 1000 0 03.00 408 1000 0 04.00 696 1000 0 05.00 1176 1000 176 633.6 633.66.00 1344 1000 344 1238.47.00 1488 1000 488 1756.88.00 1488 1000 488 1756.89.00 1464 1000 464 1670.4

10.00 1344 1000 344 1238.411.00 1224 1000 224 806.412.00 1104 1000 104 374.413.00 1032 1000 32 115.214.00 1128 1000 128 460.815.00 1200 1000 200 72016.00 1248 1000 248 892.817.00 1248 1000 248 892.818.00 1176 1000 176 633.619.00 1080 1000 80 28820.00 936 1000 0 021.00 936 1000 0 022.00 672 1000 0 023.00 576 1000 0 024.00 480 1000 0 0

Volume Tandon (Reservoir) Yang Diperlukan = 13,478.4

Waktu Jam Kebutuhan (lt/dt)

Pompa (lt/dt)

-1.00 4.00 9.00 14.00 19.00 24.00

Kebutuhan

-1.00 4.00 9.00 14.00 19.00 24.00

Kebutuhan

Perhitungan Volume Tandon Untuk Air Minum dengan Cara Lengkung S

DEBIT KUMULATIF DEBIT

1 2 3 4 5 61.00 360 1000 1,296 3,600 (2,304.0)2.00 336 1000 2,506 7,200 (4,694.4)3.00 408 1000 3,974 10,800 (6,825.6)4.00 696 1000 6,480 14,400 (7,920.0)5.00 1176 1000 10,714 18,000 (7,286.4)6.00 1344 1000 15,552 21,600 (6,048.0)7.00 1488 1000 20,909 25,200 (4,291.2)8.00 1488 1000 26,266 28,800 (2,534.4)9.00 1464 1000 31,536 32,400 (864.0)

10.00 1344 1000 36,374 36,000 374.4 11.00 1224 1000 40,781 39,600 1,180.8 12.00 1104 1000 44,755 43,200 1,555.2 13.00 1032 1000 48,470 46,800 1,670.4 14.00 1128 1000 52,531 50,400 2,131.2 15.00 1200 1000 56,851 54,000 2,851.2 16.00 1248 1000 61,344 57,600 3,744.0 17.00 1248 1000 65,837 61,200 4,636.8 18.00 1176 1000 70,070 64,800 5,270.4 19.00 1080 1000 73,958 68,400 5,558.4 20.00 936 1000 77,328 72,000 5,328.0 21.00 936 1000 80,698 75,600 5,097.6 22.00 672 1000 83,117 79,200 3,916.8 23.00 576 1000 85,190 82,800 2,390.4 24.00 480 1000 86,918 86,400 518.4

Max = 5,558.4 Min = (7,920.0)

Volume Reservoir Yang Diperlukan = Max - Min = 13,478.4

Waktu Jam Kebutuhan (lt/dt)

Pompa (lt/dt)

Kebutuhan (m3) Pompa (m

3) Selisih (m3)

-1.00 4.00 9.00 14.00 19.00 24.00

Kebutuhan

-1.00 4.00 9.00 14.00 19.00 24.00

Kebutuhan

0.00 5.00 10.00 15.00 20.00 25.00 -

10,000

20,000

30,000

40,000

50,000

60,000

70,000

80,000

90,000

Kumulatif Pemakaian

Perhitungan Volume Tandon Untuk Air Minum dengan Cara Operasi waduk

DEBIT KEKURANGAN AIR

(m3)

1 2 3 4 = 3 - 2Jan 2,100,230 140000 0Feb 4,400,052 140000 0Mar 29,268 110000 80732Apr 9,258 140000 130742Mei 4,276 145000 140724Jun 2,356 143000 140644Jul 580 131000 130420

Agust 238 120000 119762Sep 112 80000 79888Okt 76 40000 39924Nop 54 30000 29946Des 3,400 33000 29600

Volume waduk Yang Diperlukan = 922,382

Waktu Jam Ketersediaan (m3)

Kebutuhan (m3)

0.00 2.00 4.00 6.00 8.00 10.00 12.000

500000

1000000

1500000

2000000

2500000

3000000

3500000

4000000

4500000

Column C

Column D

Perhitungan Volume Tandon Untuk Air Minum dengan Cara Lengkung S

DEBIT KUMULATIF DEBIT

1 3 2 4 5Jan 2,100,230 140000 2,100,230 140,000 Feb 4,400,052 140000 6,500,282 280,000 Mar 29,268 110000 6,529,550 390,000 Apr 9,258 140000 6,538,808 530,000 Mei 4,276 145000 6,543,084 675,000 Jun 2,356 143000 6,545,440 818,000 Jul 580 131000 6,546,020 949,000

Agust 238 120000 6,546,258 1,069,000 Sep 112 80000 6,546,370 1,149,000 Okt 76 40000 6,546,446 1,189,000 Nop 54 30000 6,546,500 1,219,000 Des 3,400 33000 6,549,900 1,252,000

Max =Min =

Volume Reservoir Yang Diperlukan = Max - Min =

Waktu Jam Tersedia (m3)

Kebutuhan (m3)

Tersedia (m3)

Kebutuhan (m3)

0.00 2.00 4.00 6.00 8.00 10.00 12.000

500000

1000000

1500000

2000000

2500000

3000000

3500000

4000000

4500000

Column C

Column D

Perhitungan Volume Tandon Untuk Air Minum

KUMULATIF DEBIT

6 1,960,230 6,220,282 6,139,550 6,008,808 5,868,084 5,727,440 5,597,020 5,477,258 5,397,370 5,357,446 5,327,500 5,297,900 6,220,282 1,960,230 922,382

Selisih (m3)

0.00 2.00 4.00 6.00 8.00 10.00 12.00 -

1,000,000

2,000,000

3,000,000

4,000,000

5,000,000

6,000,000

7,000,000

Column L

0.00 2.00 4.00 6.00 8.00 10.00 12.00 -

1,000,000

2,000,000

3,000,000

4,000,000

5,000,000

6,000,000

7,000,000

Column L

air minumwaduk irigasi