Saran - KESIMPULAN DAN SARAN - 0.25 0.17 0.33 0.24 Luas pengaruh stasiun (B) Koefisien (B/A)

BAB V KESIMPULAN DAN SARAN

B. Saran

1. Untuk tidak terjadinya luapan maka perlu dilalukan normalisasi disungai pappa

2. Menambah metode atau menggunakan aplikasi yang lain dalam menganalisis penampang sungai sebagai perbandingan

3. Study hidrologi yang dilakukan harus lebih detail yang berkaitan dengan panjang waktu pengamatan dan jumlam stasiun serta data hujan yang baru agar menghasikan studi yang lebih baik

4. Pengembangan penelitian untuk normalisasi sungai supaya bisa mencegah terjadinya banjir .

5. Untuk mendapatkan tinggi muka air yang lebih akurat harus mengumpulkan data sedimen dan kualitas tanah sungai

DAFTAR PUSTAKA

Anto,wiji& Noor salim & Adhitya S,M, 2019.Analisi dan Evakuasi kapasitas penampang sungai jatiroto dengan menggunakan program HEC-RAS 4.1 ,Jawa timur: Jurusan Teknik Sipil Faktultas Teknik Universitas Muhammadiyah Jember

Asdak, C., (2004), Hidrologi dan Pengolahan Daerah Aliran Sungai, Gadjah Mada University Press, Jogjakart

Andrian Ivan& Wati A. pranoto., 2020. Analisi Angkutan sedimen dasar sungai cibeet dengan menggunakan aplikas HEC-RAS dan uji laboratorium. Jurnal Teknik Sipil Universitas Tarumanagara, Vol. 3 No. 1 Februari 2020. ISSN:

2622-545X.

Al Amin,M.B& L.Ulfa & H.haki. 2016. Simulasi karakteristik genangan banjir menggunakan HEC-RAS 5 . Sumatera selatan.Jurusan Teknik sipil Fakultas Teknik Universitas Sriwijaya

Bambang Triatmodjo, 2008. “Hidrologi Terapan”. Yogyakarta : Beta Offset.

Easter dan Hufschmidt (1985), Penelitian untuk Pengelolaan Daerah Aliran Sungai Terpadu di Negara Berkembang. (Kertas konsep). Pusat Timur-Barat, Honolulu, Hawaii.

Gustiani,A. 2020. Pengendalian banjir pada sungai dengan analisa HEC-RAS diwilayah dara kota bima, Bima . Jurusan Teknik sipil Fakultas Teknik Universitas Muhammadiyah Mataram

Haq, taqiuddin. 2018. Pemodelan genangan banjir(flood inundation)di das tanggul Kab. jember menggunakan integrasi arcgis dan Hec-Ras. Jember, jurusan Teknik Sipil Universitas Jember

Hutajulu, aspian & Amir fauzi& yulizae. 2020. Simulasi banjir pada sungai krueng jambo aye Kab. Aceh utara menggunakan HEC-RAS . Jounal Of The Civil Engineering Student. Vol. 2 No. 3 Desember 2020: Hal 225-231.ISSN 2685-0606.

Haki,helmi & m.Baitullah Al amin. 2016. Simulasi profil muka air dan potensi banjir ekstrim disungai musi menggunakan HEC-RAS dan SIG. Jurnal Teknik Sipil Universitas Sriwijaya Palembang , ISBN: 979-587-617-1 Irwan tedi & Zainul faizen Haza&Lilik H,W, 2017.Analisa genangan

banjirmenggunakan sistem HEC-RAS 5.0.7 , Yogyakarta : Jurusan Teknik sipil Fakultas Teknik Universitas Sarjanawiyata tamansiswa

Istiarto, 2014. Simulasi Aliran 1-Dimensi dengan Bantuan Paket Program Hidrodinamika HEC-RAS. Modul Pelatihan

Kusuma, Agung Tejo & nanag saiful rizal& Taufan abadi . 2016. Analisis dan evauasi kapasitas penampang sungai sampean Bondowoso Dengan menggunakan Program HEC-RAS 4.1. Jawa timur: Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah jember

Kodoatie, R.J. dan Sugiyanto, 2002. Banjir, Beberapa Penyebab dan Metode Pengendaliannya dalam Perspektif Lingkungan, Pustaka Pelajar, Yogyakarta.

Rahman Ando,Arif . 2016. Studi Hidrolis dengan Menggunakan HEC-RAS.

Makassar . Jurusan Teknik Sipil Fakultas Teknik Universitas Hasanuddin Ros rante,Novia dkk.2016. Analisa Debit banjir anak sungai tikala pada titik

tinjauan Kel.Banjer link V Kec.Tikala dengan menggunakanHEC-RAS dan HEC- HMS. Manado: Jurusan Teknik Sipil Fakultas Teknik Universitas Sam Ratulangi.Tekno Vol. 14/No.65/april 2016 ISSN : 0215-9617

Siregar, Rizal inanda & Ivan Indrawan, 2017. Studi Komparasi pemodelan 1-D dan 2-D dalam memodelkan banjir das citarum hulu, Medan: Jurusan Teknik sipil Fakultas Teknik Universitas Sumatra Utara.Vol.3, No 2, Desember 2017. ISSN: 31-37-4898

Suripin. 2004. Sistem Drainase Perkotaan yang Berkelanjutan. ANDI Offset Yogyakarta.

Syahputra ichasn& Cut rahmawati, 2018. Aplikasi program Hec-Ras 5.0.3 pada studi penangan banjir, Aceh Besar: Jurusan Teknik sipil Fakultas Teknik Universitas Abulyatama.Vol 4, No 2, Desember 2018. ISSN: 2460-8912 Wigati,Restu & Soedarsono & Tia mutia .2016.Analisa Banjir menggunakan

software HEC-RAS 4.1.0.Banten : Jurusan Teknik Sipil Fakultas Teknik Universitas Sultan Ageng Tirtayasa. Vol. 5 No 2

LAMPIRAN

Lampiran 1. Curah Hujan Stasiun Malolo

(sumber : BBWA Pompengan Jeneberang)

JAN FEB MAR APR MEI JUN JUL AGS SEP OKT NOV DES

1999 109 83 59 62 65 32 21 4 0 117 35 40

2000 77 112 64 81 47 38 15 1 8 86 73 78

2001 127 199 85 52 41 48 0 0 4 35 86 125

2002 134 105 89 76 27 21 0 0 0 0 50 55

2003 130 133 79 75 22 15 18 0 3 19 43 151

2004 86 75 120 40 25 23 10 0 4 12 38 72

2005 63 43 135 58 13 18 8 24 7 67 60 117

2006 125 119 71 - - - 10 0 0 0 45 66

2007 102 79 58 98 35 79 3 9 28 13 138 135

2008 81 152 75 38 82 76 0 26 11 67 74 72

2009 174 73 58 55 34 13 14 2 1 20 73 79

2010 139 65 51 47 41 85 117 105 86 78 85 64

2011 125 119 71 - - - 10 0 0 0 45 66

2012 102 79 58 98 35 79 3 9 28 13 138 135

2013 102 112 67 118 68 80 45 7 2 33 24 135

2014 116 78 33 86 29 16 2 0 0 1 89 115

2015 187 102 97 92 29 24 0 0 0 5 34 166

2016 114 131 44 67 44 47 85 5 58 97 73 56

2017 61 117 76 62 14 37 58 63 45 52 69 122

2018 188 109 97 26 14 56 30 0 56 9 95 63

BULAN

tahun

Lampiran 2. Curah Hujan Stasiun Pappa

(sumber : BBWA Pompengan Jeneberang)

JAN FEB MAR APR MEI JUN JUL AGS SEP OKT NOV DES

1999 0 0 0 0 0 0 0 0 0 69 78 91

2000 162 201 82 42 22 30 15 0 4 54 58 87

2001 169 168 151 17 0 50 0 0 0 46 30 102

2002 101 99 104 39 55 21 0 0 0 0 61 99

2003 95 100 50 69 49 5 0 0 0 41 0 111

2004 51 96 151 31 78 7 0 0 0 0 38 89

2005 124 60 81 35 15 18 13 15 0 55 35 75

2006 97 65 112 120 38 41 0 0 0 0 29 125

2007 134 80 43 64 12 32 0 0 0 23 76 98

2008 79 184 94 49 90 65 6 0 8 39 40 86

2009 240 130 48 49 17 20 49 0 0 0 71 116

2010 155 110 67 66 50 32 24 25 40 12 19 76

2011 61 90 32 62 76 50 10 0 0 62 78 57

2012 245 160 29 29 28 26 26 0 24 26 45 50

2013 30 20 25 2 2 1 2 16 0 18 18 25

2014 75 75 25 0 0 0 0 0 0 0 52.5 127.5

2015 140 125 75 130 55 0 0 0 0 0 65 120

2016 60 60 50 33 26 32 50 7 75 46 54 68

2017 95 100 48 71 54 79 19 16 42 44 84 123

2018 131 175 152 42 9 54 17 0 19 19 61 103

tahun BULAN

Lampiran 3. Curah Hujan Stasiun Pamukkulu

(sumber : BBWA Pompengan Jeneberang)

JAN FEB MAR APR MEI JUN JUL AGS SEP OKT NOV DES

1999 - - - - - - - - 4 54 61 75

2000 90 200 90 90 90 90 90 90 90 90 90 90

2001 95 99 56 97 14 25 - - 2 15 46 100

2002 120 52 87 43 48 16 3 - 8 50 80 90

2003 98 35 20 20 11 25 24 - 28 66 0 140

2004 97 97 93 103 36 - - - 7 7 59 0

2005 63 70 218 52 26 45 14 - - 78 68 106

2006 134 125 125 56 84 60 30 - - - 48 120

2007 98 75 36 40 36 30 10 6 53 30 120 95

2008 120 210 150 20 30 10 3 10 20 30 60 112

2009 168 60 25 20 18 20 8 - - 18 50 87

2010 130 30 25 40 90 30 60 60 80 95 85 39

2011 98 80 50 53 30 10 16 - - 35 50 51

2012 95 58 38 36 40 42 11 - 20 30 36 25

2013 51 32 50 87 60 40 23 10 2 20 - -

2014 121 67 100 42 38 56 35 - 17 - 46 95

2015 181 81 64 89 33 63 - - - - 53 197

2016 76 156 93 126 56 50 41 - 60 78 72 71

2017 109 125 92 124 32 68 52 37 15 20 36 108

2018 121 110 114 33 14 56 31.5 0 2 4.5 95 79

tahun BULAN

Lampiran 4. Curah Hujan Stasiun Jenemarung

(sumber : BBWA Pompengan Jeneberang)

JAN FEB MAR APR MEI JUN JUL AGS SEP OKT NOV DES

1999 110 62 49 5 8 25 - 1 10 35 52 118

2000 86 185 67 50 25 20 - - - 80 55 64

2001 190 300 70 40 10 88 - - - 30 43 140

2002 108 50 60 50 10 - - - - 50 50 68

2003 70 80 25 30 5 5 - - - 35 - 110

2004 30 100 58 20 50 50 - - - - 63 40

2005 85 65 93 50 5 10 - - - 63 34 96

2006 170 140 200 75 80 50 5 - - - - 265

2007 80 85 50 50 25 10 50 - 22 25 50 100

2008 125 86 75 25 50 50 - - - 65 40 110

2009 65 100 5 10 5 3 - - - 10 20 55

2010 50 40 25 120 80 130 - - - - - -

2011 75 50 25 50 50 20 - - - 25 70 40

2012 60 8 8 5 3 3 3 2 5 12 25 45

2013 200 450 250 150 400 150 300 100 - 250 150 311

2014 150 150 155 150 50 200 100 - 10 10 - 30

2015 175 50 84 50 25 - - - - - 75 300

2016 100 150 100 75 75 5 - 25 50 36 63 25

2017 50 250 91 80 50 75 25 25 10 50 100 165

2018 215 50 79 30 20 10 15 0 0 22 30 68

TAHUN BULAN

Lampiran 5. Tabel Distribusi Log Person III Untuk Koefisien Kemencengan (Cs)

1.01 1.05 1.11 1.25 1.667 2 2.5 5 10 20 25 50 100 200 1000

99 95 90 80 60 50 40 20 10 5 4 2 1 0.5 0.1

3.0 -0.667 -0.665 -0.660 -0.636 -0.4760 -0.396 -0.1240 0.420 1.180 2.0950 2.278 3.152 4.051 4.970 7.250

2.5 -0.799 -0.790 -0.771 -0.711 -0.4770 -0.360 -0.0673 0.518 1.250 2.0933 2.262 3.048 3.845 4.652 6.600

2.2 -0.905 -0.882 -0.844 -0.752 -0.4707 -0.330 -0.0287 0.574 1.284 2.0807 2.240 2.970 3.705 4.444 6.200

2.0 -0.990 -0.949 -0.895 -0.777 -0.4637 -0.307 -0.0017 0.609 1.302 2.0662 2.219 2.912 3.605 4.298 5.910

1.8 -1.087 -1.020 -0.945 -0.799 -0.4543 -0.282 0.0263 0.643 1.318 2.0472 2.193 2.848 3.499 4.147 5.660

1.6 -1.197 -1.093 -0.994 -0.817 -0.4417 -0.254 0.0557 0.675 1.329 2.0240 2.163 2.780 3.388 3.990 5.390

1.4 -1.318 -1.168 -1.041 -0.832 -0.4273 -0.225 0.0850 0.705 1.337 1.9962 2.128 2.706 3.271 3.828 5.110

1.2 -1.449 -1.243 -1.086 -0.844 -0.4113 -0.195 0.1140 0.732 1.340 1.9625 2.087 2.626 3.149 3.661 4.820

1.0 -1.588 -1.317 -1.128 -0.852 -0.3933 -0.164 0.1433 0.758 1.340 1.9258 2.043 2.542 3.022 3.489 4.540

0.9 -1.660 -1.353 -1.147 -0.854 -0.3833 -0.148 0.1577 0.769 1.339 1.9048 2.018 2.498 2.957 3.401 4.395

0.8 -1.733 -1.388 -1.116 -0.856 -0.3733 -0.132 0.1720 0.780 1.336 1.8877 1.998 2.453 2.891 3.312 4.250

0.7 -1.806 -1.423 -1.183 -0.857 -0.3630 -0.116 0.1860 0.790 1.333 1.8613 1.967 2.407 2.824 3.223 4.105

0.6 -1.880 -1.458 -1.200 -0.857 -0.3517 -0.099 0.2007 0.800 1.328 1.8372 1.939 2.359 2.755 3.132 3.960

0.5 -1.955 -1.491 -1.216 -0.856 -0.3407 -0.083 0.2140 0.808 1.323 1.8122 1.910 2.311 2.686 3.041 3.815

0.4 -2.029 -1.524 -1.231 -0.855 -0.3290 -0.066 0.2280 0.816 1.317 1.7862 1.880 2.261 2.615 2.949 3.670

0.3 -2.104 -1.555 -1.245 -0.853 -0.3177 -0.050 0.2413 0.824 1.309 1.7590 1.849 2.211 2.544 2.856 3.525

0.2 -2.178 -1.586 -1.258 -0.850 -0.3053 -0.033 0.2547 0.830 1.301 1.7318 1.818 2.159 2.472 2.763 3.380

0.1 -2.252 -1.616 -1.270 -0.846 -0.2933 -0.017 0.2673 0.836 1.292 1.7028 1.785 2.107 2.400 2.670 3.235

0.0 -2.326 -1.645 -1.282 -0.842 -0.2807 0.000 0.2807 0.842 1.282 1.6728 1.751 2.054 2.326 2.576 3.090

-0.1 -2.400 -1.673 -1.292 -0.836 -0.2673 0.017 0.2900 0.836 1.270 1.6417 1.716 2.000 2.252 2.482 2.950

-0.2 -2.472 -1.700 -1.301 -0.830 -0.2547 0.033 0.3053 0.850 1.258 1.6097 1.680 1.945 2.178 2.388 2.810

-0.3 -2.544 -1.726 -1.309 -0.824 -0.2413 0.050 0.3177 0.853 1.245 1.5767 1.643 1.890 2.104 2.294 2.675

-0.4 -2.615 -1.750 -1.317 -0.816 -0.2280 0.066 0.3290 0.855 1.231 1.5435 1.606 1.834 2.029 2.201 2.540

-0.5 -2.686 -1.774 -1.323 -0.808 -0.2140 0.083 0.3407 0.856 1.216 1.5085 1.567 1.777 1.955 2.108 2.400

-0.6 -2.755 -1.797 -1.328 -0.800 -0.2007 0.099 0.3517 0.857 1.200 1.4733 1.528 1.720 1.880 2.016 2.275

-0.7 -2.824 -1.819 -1.333 -0.790 -0.1860 0.116 0.3630 0.857 1.183 1.4372 1.488 1.663 1.806 1.926 2.150

-0.8 -2.891 -1.839 -1.336 -0.780 -0.1720 0.132 0.3733 0.856 1.166 1.4010 1.448 1.606 1.733 1.837 2.035

-0.9 -2.957 -1.858 -1.339 -0.769 -0.1577 0.148 0.3833 0.854 1.147 1.3637 1.407 1.549 1.660 1.749 1.910

-1.0 -3.022 -1.877 -1.340 -0.758 -0.1433 0.164 0.3933 0.852 1.128 1.3263 1.366 1.492 1.588 1.664 1.800

-1.2 -3.149 -1.910 -1.340 -0.732 -0.1140 0.195 0.4113 0.844 1.086 1.2493 1.282 1.379 1.449 1.501 1.625

-1.4 -3.271 -1.938 -1.337 -0.705 -0.0850 0.225 0.4273 0.832 1.041 1.1718 1.198 1.270 1.318 1.351 1.465

-1.6 -3.388 -1.962 -1.329 -0.675 -0.0557 0.254 0.4417 0.817 0.994 1.0957 1.116 1.166 1.197 1.216 1.280

-1.8 -3.499 -1.981 -1.318 -0.643 -0.0263 0.282 0.4543 0.799 0.945 1.0200 1.035 1.069 1.087 1.097 1.130

-2.0 -3.605 -1.996 -1.302 -0.600 0.0047 0.307 0.4637 0.777 0.895 0.9483 0.959 0.980 0.990 0.995 1.000

-2.2 -3.705 -2.006 -1.284 -0.574 0.0287 0.330 0.4707 0.752 0.844 0.8807 0.888 0.900 0.905 0.907 0.910

-2.5 -3.845 -2.012 -1.250 -0.518 0.0673 0.360 0.4770 0.711 0.771 0.7893 0.793 0.798 0.799 0.800 0.802

-3.0 -4.051 -2.003 -1.180 -0.420 0.1240 0.396 0.4760 0.636 0.660 0.6650 0.666 0.666 0.667 0.667 0.668

Dikutip dari Ir. CD. Soemarto, B.I.E. Dipl. HE / Hidrologi Teknik Tabel Distribusi Log Pearson III untuk Koefisien Kemencengan (Cs)

Koefisien Waktu Balik (Tahun)

Cs Peluang (%)

Lampiran 6.Gambar penampang keseluruhan Unsteady flow

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 79

Station (m)

Elevation (m)

Le ge nd

WS Max WS - Q200 th (plan3).3 WS Max WS - Q100th (plan3).5 WS Max WS - Q50 th (plan3).3 WS Max WS - Q25 th (plan3).3 WS Max WS - Q10 th (plan3).3 WS Max WS - Q5th (plan3).3 WS Max WS - Q2 th plan(3).2

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 78

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 77

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 76

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 75

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 74

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 6

8 10 12 14

RS = 73

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

6 7 8 9 10 11 12 13 14

RS = 72

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

6 7 8 9 10 11 12 13 14

RS = 71

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 70

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 69

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 68

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 67

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

5 6 7 8 9 10 11 12 13 14

RS = 66

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

6 7 8 9 10 11 12 13 14

RS = 65

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 64

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14 16 18

RS = 63

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14 16

RS = 62

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 61

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 60

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 59

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14 16

RS = 58

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 57

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14 16

RS = 56

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14 16 18

RS = 55

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14 16 18

RS = 54

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 53

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 52

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 51

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 50

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 49

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

2 4 6 8 10 12 14 16

RS = 48

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 47

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 46

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 45

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 44

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 43

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 42

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 41

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 40

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14 16

RS = 39

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14 16 18

RS = 38

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14 16

RS = 37

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 36

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14 16

RS = 35

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14 16

RS = 34

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 33

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 6 8 10 12 14

RS = 32

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

6 8 10 12 14

RS = 31

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 5 6 7 8 9 10 11 12

RS = 30

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 5 6 7 8 9 10 11 12

RS = 29

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160 4

5 6 7 8 9 10 11 12

RS = 28

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 5 6 7 8 9 10 11 12

RS = 27

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

0 20 40 60 80 100 120 140 160

4 5 6 7 8 9 10 11 12

RS = 26

Station (m)

Elevation (m)

Le ge nd

Ground Bank Sta

.025 .025 .025

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