Hidrogeologi Moc Pix

Tahun Curah Hujan (mm)Jan Feb Mar Apr1991 152 159 237.3 122.51992 43 42.8 22.6 127.91993 90 187.5 165.7 124.51994 320 237.4 279.8 2371995 196 93 139.6 295.51996 240 275 126.1 152.11997 321 412 179.4 1471998 17 4 100 10.51999 222 393 218.5 180.72000 198 308 265.9 138.52001 156 308 235.7 157.62002 156 129 284.4 1902003 253 160 417 1362004 339 225 401 3852005 200 39 225.4 3372006 227 206 215 206.62007 258 154 235 4052008 222 192 246 334

rata rata 200.555555556 195.816666667 221.911111111 204.855555556

Tahun Hari HujanJan Feb Mar Apr1991 20 17 19 191992 13 9 6 151993 14 16 18 161994 24 17 24 251995 10 16 19 191996 27 25 13 191997 18 24 2 191998 4 2 10 61999 17 17 28 212000 21 21 21 242001 24 22 22 242002 16 14 22 192003 18 14 20 232004 18 22 24 212005 19 10 13 242006 19 18 18 212007 6 3 4 72008 3 3 5 5

Rata rata 16.1666666667 15 16 18.1666666667

Tahun Hari HujanJan Feb Mar Apr1991 7.6 9.3529411765 12.4894736842 6.44736842111992 3.3076923077 4.7555555556 3.7666666667 8.52666666671993 6.4285714286 11.71875 9.2055555556 7.781251994 13.3333333333 13.9647058824 11.6583333333 9.481995 19.6 5.8125 7.3473684211 15.5526315789

1996 8.8888888889 11 9.7 8.00526315791997 17.8333333333 17.1666666667 89.7 7.73684210531998 4.25 2 10 1.751999 13.0588235294 23.1176470588 7.8035714286 8.60476190482000 9.4285714286 14.6666666667 12.6619047619 5.77083333332001 6.5 14 10.7136363636 6.56666666672002 9.75 9.2142857143 12.9272727273 102003 14.0555555556 11.4285714286 20.85 5.91304347832004 18.8333333333 10.2272727273 16.7083333333 18.33333333332005 10.5263157895 3.9 17.3384615385 14.04166666672006 11.9473684211 11.4444444444 11.9444444444 9.83809523812007 43 51.3333333333 58.75 57.85714285712008 74 64 49.2 66.8

Rata rata 16.2412104083 16.061296703 20.7091679032 14.9447536338

tahun max max^2 m1991 16.09167 -13.513718333 182.620583193 111992 11.86667 -17.738718333 314.662128109 51993 11.75556 -17.849828333 318.616371529 41994 42 12.3946116667 153.626398367 121995 19.53 -10.075388333 101.513450067 161996 12.08333 -17.522058333 307.022528237 61997 89.7 60.0946116667 3611.36235137 21998 15.41765 -14.187738333 201.291919015 101999 23.07059 -6.5347983333 42.7035892573 182000 18.1619 -11.443488333 130.953425235 142001 13.96818 -15.637208333 244.52228446 92002 12.92727 -16.678118333 278.159631141 72003 20.865 -8.7403883333 76.3943882175 172004 18.87222 -10.733168333 115.200902472 152005 17.33846 -12.266928333 150.477530735 132006 13.93182 -15.673568333 245.6607443 82007 97.06667 67.4612816667 4551.02452411 12008 78.25 48.6446116667 2366.2982442 3

rata rata 29.6053883333 -3.552714E-015 744.006166334 9.5JUMLAH 13392.110994

PERIODE ULANG HUJAN yt s SN CHR2 0.3665129206

27.2764764281 1.048076259725.6160918389

4 1.2458993237 48.50236778856 1.7019833553 60.37208167748 2.013418678 68.4772726512

Curah Hujan (mm)Mei Jun Jul Aug

319.7 113.3 18.2 49213.6 202.8 153 93228.4 232.4 89.2 105.8226.3 319.7 75.6 45177.7 331.8 164.8 161252.7 227.9 91.6 259105.5 75.7 46.6 876.2 262.1 191.8 183

170.5 121.3 129.8 204249.4 279.6 118.2 101189.7 109.7 98.4 26130 180.6 76.4 33245 79.8 44.5 95.6367 55.4 100 46

199.4 98.6 271 145309 185 24.4 97.5299 255 253 113126 156.5 100 87

215.8388888889 182.622222 113.6944444444 102.8833333333

Hari HujanMei Jun Jul Aug28 17 9 818 21 28 1620 20 11 924 18 5 1320 24 24 2721 25 17 2416 9 10 118 17 23 2624 20 29 2921 26 18 2120 16 17 418 20 10 618 17 18 1624 13 23 122 23 22 1322 22 5 103 4 4 22 2 10 12

18.8333333333 17.4444444 15.7222222222 13.2222222222

curah hujan/hari hujanHari Hujan

Mei Jun Jul Aug11.4178571429 6.66470588 2.0222222222 6.12511.8666666667 9.65714286 5.4642857143 5.8125

11.42 11.62 8.1090909091 11.75555555569.4291666667 17.7611111 15.12 3.4615384615

8.885 13.825 6.8666666667 5.962962963

12.0333333333 9.116 5.3882352941 10.79166666676.59375 8.41111111 4.66 8

4.2333333333 15.4176471 8.3391304348 7.03846153857.1041666667 6.065 4.475862069 7.0344827586

11.8761904762 10.7538462 6.5666666667 4.80952380959.485 6.85625 5.7882352941 6.5

7.2222222222 9.03 7.64 5.513.6111111111 4.69411765 2.4722222222 5.97515.2916666667 4.26153846 4.347826087 469.0636363636 4.28695652 12.3181818182 11.1538461538

14.0454545455 8.40909091 4.88 9.7599.6666666667 63.75 63.25 56.5

63 78.2518.1247345479 16.0460843 9.8652132587 12.4806198769

n yn yn-yn ratarata (yn-yn ratarata)^21 0.14502873 -0.3747696355 0.14045227972 1.18619297 0.6663946046 0.4440817693 1.44227746 0.9224790947 0.85096768014 0.00147225 -0.5183261169 0.26866196355 -0.6129272 -1.1327256179 1.28306732556 0.96892803 0.4491296598 0.20171745137 2.19619439 1.6763960221 2.8103036238 0.29140312 -0.2283952522 0.05216439129 -1.0799183 -1.5997166696 2.5590934229

10 -0.2889321 -0.8087304609 0.654044958411 0.44339459 -0.0764037772 0.005837537212 0.77754598 0.2577476119 0.066433831413 -0.8115042 -1.3313025542 1.772366490914 -0.4434958 -0.9632941361 0.927935592615 -0.1420892 -0.6618876108 0.438095209316 0.604141 0.0843426295 0.007113679117 2.91752717 2.3977287982 5.749103389818 1.76113178 1.2413334106 1.5409086362

9.5 0.5197983719.7723492311

I (mm/jam)4.26934863988.0837279648 chr = rata-rata max+ (s*(yt-rata-rata YN)/SN

10.0620136129 intensitas = 3 jam 11.4128787752

Curah Hujan (mm)Sep Oct Nov Dec28.2 80 281.9 193

220.6 165.3 149.1 13492 122.4 126.5 14842 139.2 100 313

220 148.1 234 217159 251.1 243 290

4 56.5 135.5 188122.3 241.1 213 338226.3 317.6 255.1 264209.1 175.3 381.4 168167.7 134.1 220.8 11273.5 140.1 101 181

273.8 220.9 204 219236.7 2.1 301 17994.1 339.6 304 300

107.7 69.9 190.6 110174 114.3 195 166170 131 200 216

145.6111111111 158.2555555556 213.105556 207.555556

Hari HujanSep Oct Nov Dec

6 15 20 1221 17 21 2317 17 21 231 19 15 1919 23 27 2718 22 24 243 13 15 1522 24 20 2821 27 19 2124 24 21 1823 20 19 1510 11 24 1720 20 20 2021 7 19 2313 23 26 259 6 20 222 2 3 37 4 18 20

14.2777777778 16.3333333333 19.5555556 19.7222222

Hari Hujan maxSep Oct Nov Dec4.7 5.3333333333 14.095 16.0833333 16.0833333

10.5047619048 9.7235294118 7.1 5.82608696 11.86666675.4117647059 7.2 6.02380952 6.43478261 11.7555556

42 7.3263157895 6.66666667 16.4736842 4211.5789473684 6.4391304348 8.66666667 8.03703704 19.6

8.8333333333 11.4136363636 10.125 12.0833333 12.08333331.3333333333 4.3461538462 9.03333333 12.5333333 89.75.5590909091 10.0458333333 10.65 12.0714286 15.4176471

10.7761904762 11.762962963 13.4263158 12.5714286 23.11764718.7125 7.3041666667 18.1619048 9.33333333 18.1619048

7.2913043478 6.705 11.6210526 7.46666667 147.35 12.7363636364 4.20833333 10.6470588 12.9272727

13.69 11.045 10.2 10.95 20.8511.2714285714 0.3 15.8421053 7.7826087 467.2384615385 14.7652173913 11.6923077 12 17.3384615

11.9666666667 11.65 9.53 5 14.045454587 57.15 65 55.3333333 99.6666667

78.2515.0128107738 11.485096657 13.6495586 12.9780852 31.2702191

s SN MANUAL

28.0672626906 1.078461574 27.2764764 1.04807626

chr = rata-rata max+ (s*(yt-rata-rata YN)/SN

DATA "FALLING HEAD TEST"

Nama Sumur Uji Lokasi Radius lubang bor Radius pipa Saringan Tebal Lapisan yang diujiKedalaman MAT Pelaksana DeskripsiKoordinat

No Waktu (T) (menit)

1 12 23 34 45 56 67 78 89 9

10 1011 1212 1413 16

Sketsa

... cm

70 cm


: FH01 Kedalaman Sumur Uji : 68: Berau: 20 cm: 6.35 cm: 39 cm: - Statis (Hw) : 139: Hendra Tinggi Penambahan MAT : 139: Pasir: 50 M 523925 mE 214446 mN

Kedalaman MAT (he) dalam (cm) ht/hw

17.2 121.8 0.87618.5 120.5 0.86721 118 0.849

22.5 116.5 0.83822.7 116.3 0.83727.9 111.1 0.79928 111 0.799

28.1 110.9 0.79828.5 110.5 0.79528.6 110.4 0.79428.7 110.3 0.79428.9 110.1 0.79228.9 110.1 0.792

Foto

Penambahan MAT ht = Hw - he ( cm)

70 cm

2.5 inch


cm

cmcm

T (detik)L= 50D= 6.35 cm4D 25.4 L>D

60 A= 31.6531625120180

Lapisan Diameter ( Cm )240 (detik)300 Sandstone 6.35 0.88 0.79 60360420 GRAFIK480540600720840960

H1 H2 T1

60 120 180 240 300 360 420 480 540 600 720 840 9600.7000.7500.8000.8500.900

GRAFIK

GRAFIK Linear (GRAFIK)

T

H

F K(detik) (cm/det)

960 113.9037 3.33E-05

T2

60 120 180 240 300 360 420 480 540 600 720 840 9600.7000.7500.8000.8500.900

GRAFIK


T

H




1 12 23 34 45 56 67 78 89 9

10 1011 1212 1413 1614 1815 20

Sketsa

60 cm

80 cm


: FH 02 Kedalaman Sumur Uji : 68: Berau: 20 cm: 6.35 cm: 39 cm: Statis (Hw) : 139: Torik Tinggi Penambahan MAT : 139: Pinggir singkapan (Pasir, lempung): 50 M 524160 mE 214495 mN


18.2 120.8 0.86919.02 119.98 0.86321.5 117.5 0.84522.5 116.5 0.83822.8 116.2 0.83626.7 112.3 0.80827 112 0.806

28.5 110.5 0.79528.8 110.2 0.79329 110 0.791

29.6 109.4 0.78729.8 109.2 0.78630.1 108.9 0.78330.2 108.8 0.78330.2 108.8 0.783

Foto


80 cm

2.5 inch


cm

cmcm

T (detik)L= 39 cmD= 6.35 cm4D 25.4 L>D

60 A= 31.65316120180

LapisanDiameter ( Cm )240300 Sandyclay 6.35 0.865 0.9360420 GRAFIK480540600720840960

10801200

H1 H2

60 120 180 240 300 360 420 480 540 600 720 840 960 108012000.7000.7500.8000.8500.900

GRAFIK


T

H

F K(detik) (detik) (cm/det)

60 1200 97.6456127 -1.13E-05

T1 T2

60 120 180 240 300 360 420 480 540 600 720 840 960 108012000.7000.7500.8000.8500.900

GRAFIK


T

H




1 12 23 34 45 56 67 78 89 9

10 1011 1212 1413 1614 1815 2016 2517 30

Sketsa

60 cm

43 cm


: FH 03 Kedalaman Sumur Uji : 68: Berau: 20 cm: 30 cm: 39 cm: Statis (Hw) : 139: Yuliadi, Iqbal, Hendra Tinggi Penambahan MAT : 139: Seam B: 50 M 524413 mE 214405 mN


4.2 134.8 0.9707.5 131.5 0.94610.3 128.7 0.92613 126 0.90614 125 0.899

16.5 122.5 0.88118 121 0.87122 117 0.84224 115 0.82724 115 0.82727 112 0.80630 109 0.78432 107 0.77035 104 0.74837 102 0.73442 97 0.69846 93 0.669

Foto


43 cm

2.5 inch


cm

cmcm

T (detik)L= 39D= 6.35 cm4D 25.4 L>D

60 A= 31.6531625120180

Lapisan Diameter ( Cm )240300 Seam B 6.35 0.95 0.65360420 GRAFIK480540600720840960

1080120015001800

H1 H2

60 120 180 240 300 360 420 480 540 600 720 840 960 1080 1200 1500 18000.000

0.200

0.400

0.600

0.800

1.000

1.200

GRAFIK


T

H

60 120 180 240 300 360 420 480 540 600 720 840 960 1080 1200 1500 18000.000

0.200

0.400

0.600

0.800

1.000

1.200

GRAFIK


T

H

F K(detik) (detik) (cm/det)

60 1800 97.6456127 7.07E-05

T1 T2

60 120 180 240 300 360 420 480 540 600 720 840 960 1080 1200 1500 18000.000

0.200

0.400

0.600

0.800

1.000

1.200

GRAFIK


T

H

60 120 180 240 300 360 420 480 540 600 720 840 960 1080 1200 1500 18000.000

0.200

0.400

0.600

0.800

1.000

1.200

GRAFIK


T

H




1 12 23 34 45 56 67 78 89 9

10 1011 1212 1413 1614 1815 2016 2517 30

Sketsa

60 cm

68 cm


: FH 04 Kedalaman Sumur Uji : 68: Berau: 20 cm: 20 cm: 39 cm: Statis (Hw) : 139: Yuliadi, Iqbal, Hendra Tinggi Penambahan MAT : 139: Claystone: 50 M 524376 mE 214395 mN


20 119 0.85635 104 0.74842 97 0.69851 88 0.63363 76 0.54769 70 0.50472 67 0.48275 64 0.46076 63 0.45378 61 0.43980 59 0.42482 57 0.41085 54 0.38886 53 0.38187 52 0.37489 50 0.36090 49 0.353

Foto


68 cm

2.5 inch


cm

cmcm

T (detik)L= 39D= 6.35 cm4D 25.4 L>D

60 A= 31.65316120180

LapisanDiameter ( Cm )240 (detik)300 Clay 6.35 0.7 0.38 180360420 GRAFIK480540600720840960

1080120015001800

H1 H2 T1

60 120 180 240 300 360 420 480 540 600 720 840 960 1080 1200 1500 18000.0000.1000.2000.3000.4000.5000.6000.7000.8000.900

GRAFIK


T

H

F K(detik) (cm/det)1200 97.6456127 1.94E-04

T2

60 120 180 240 300 360 420 480 540 600 720 840 960 1080 1200 1500 18000.0000.1000.2000.3000.4000.5000.6000.7000.8000.900

GRAFIK


T

H

debit air limpasan

Kategori C A (m^2) I (mm/jam)Dasar pit dan jenjang 0.75 1399508.67 8.0837279646Hutan 0.6 534,098

debit air tanahlitologi k (cm/det) k (m/jam) panjang bukaan (m)sandstone 3.33E-05 3.33E-08

2,179Sandyclay -1.13E-05 -1.13E-08Coal 7.07E-05 7.07E-08Clay 1.94E-04 1.94E-07

debit m3/jam Q total debit m3/haridebit air limpasan 11075.43831 11,075 265810.549519699debit air tanah 1.25E-03

0.0003372213

I (m/jam) Q1 (m^3)

0.008083728 8484.93552929692590.502781615711075.4383109126

debit air tanahi tebal (m)

0.5

180.515

1

kapasitas pompa m3/jam jam kerja pompa

982.8 24

I= 4

debit air tanahQ2 (m3/jam)

6.53E-041.82E-055.45E-043.63E-051.25E-03

debit pemompaan dalam sehari keb.pompa

23587.2 11.269271025

pit total87821.67 1399508.67 5,166,222

333253.24113023.3

543.6525152.73

pompa MF 290kapasitas

273 l/s982.8

Debit Air LimpasanKategori C A (m^2) I (mm/jam)

hutan 0.5 38,08525.6160916415Dasar Pit dan jenjang 0.75 5,123,139

Jalan Pengangkutan 0.9 3,808

Debit Air Tanahlitologi k (cm/det) k (m/jam) panjang bukaan (m)

claystone 7.19E-06 7.19E-09

2815coal 1 0.0001390118 1.39E-07

sandstone 0.0008038958 8.04E-07coal 2 0.0009011994 9.01E-07coal 3 9.14551E-005 9.15E-08

debit m3/jam Q total debit m3/haridebit air limpasan 21621.484259 21621.50235 518916.056388296debit air tanah 0.0001156773

Debit Air LimpasanI (m/jam) Q1 (m^3)

0.0256160916106.5319201399

409333373.713425365106.19670363321621.4842588628

i tebal (m)

0.5

180.5150.60.6

kapasitas pompa m3/jam jam kerja pompa

982.8 12

12345

Q2 (m3/jam)1.16551237798166E-0066.25552983147743E-007

0.00010852594.86647671763791E-0064.93857618274534E-007

0.0001156773

debit pemompaan dalam sehari keb.pompa

11793.6 43.999801281

CURAH HUJANFH SandFH SandyclayFH CoalFH Claydebit air limpasanSheet1

Hidrogeologi Moc Pix

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