LAMPIRAN
Lampiran 1. Pengukuran laju infiltrasi tanah hutan ulangan ke 1
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 3015.656 4.9 29.4
00.20 20 10 1046.248 1.7 10.2
00.30 30 10 1292.424 2.1 12.6
00.40 40 10 923.16 1.5 9
00.50 50 10 1846.32 3 18
01.00 60 10 492.352 0.8 4.8
01.10 70 10 246.176 0.4 2.4
01.20 80 10 246.176 0.4 2.4
01.30 90 10 246.176 0.4 2.4
01.40 100 10 264.6392 0.43 2.58
01.50 110 10 264.6392 0.43 2.58
02.00 120 10 264.6392 0.43 2.58
02.10 130 10 0 0 0
Total 10148.61 16.49 98.94
Lampiran 2. Pengukuran laju infiltrasi tanah hutan ulangan ke 2
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 3015.656 4.9 29.4
00.20 20 10 1046.248 1.7 10.2
00.30 30 10 1292.424 2.1 12.6
00.40 40 10 861.616 1.4 8.4
00.50 50 10 1846.32 3 18
01.00 60 10 492.352 0.8 4.8
01.10 70 10 289.2568 0.47 2.82
01.20 80 10 289.2568 0.47 2.82
01.30 90 10 289.2568 0.47 2.82
01.40 100 10 227.7128 0.37 2.22
01.50 110 10 227.7128 0.37 2.22
02.00 120 10 227.7128 0.37 2.22
Lampiran 3. Pengukuran laju infiltrasi tanah hutan ulangan ke 3
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 3015.656 4.9 29.4
00.20 20 10 1046.248 1.7 10.2
00.30 30 10 1292.424 2.1 12.6
00.40 40 10 861.616 1.4 8.4
00.50 50 10 1846.32 3 18
01.00 60 10 553.896 0.9 5.4
01.10 70 10 264.6392 0.43 2.58
01.20 80 10 264.6392 0.43 2.58
01.30 90 10 264.6392 0.43 2.58
01.40 100 10 227.7128 0.37 2.22
01.50 110 10 227.7128 0.37 2.22
02.00 120 10 227.7128 0.37 2.22
02.10 130 10 0 0 0
Total 10093.22 16.4 98.4
Lampiran 4. Pengukuran laju infiltrasi tanah perkotaan ulangan ke 1
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 123.088 0.2 1.2
00.20 20 10 61.544 0.1 0.6
00.30 30 10 61.544 0.1 0.6
00.40 40 10 0 0 0
00.50 50 10 0 0 0
01.00 60 10 0 0 0
01.10 70 10 0 0 0
01.20 80 10 0 0 0
01.30 90 10 0 0 0
01.40 100 10 0 0 0
01.50 110 10 0 0 0
02.00 120 10 0 0 0
02.10 130 10 0 0 0
Lampiran 5. Pengukuran laju infiltrasi tanah perkotaan ulangan ke 2
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 123.088 0.2 1.2
00.20 20 10 61.544 0.1 0.6
00.30 30 10 61.544 0.1 0.6
00.40 40 10 0 0 0
00.50 50 10 61.544 0.1 0.6
01.00 60 10 0 0 0
01.10 70 10 0 0 0
01.20 80 10 0 0 0
01.30 90 10 0 0 0
01.40 100 10 0 0 0
01.50 110 10 0 0 0
02.00 120 10 0 0 0
02.10 130 10 0 0 0
Total 307.72 0.5 3.0
Lampiran 6. Pengukuran laju infiltrasi tanah perkotaan ulangan ke 3
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 61.544 0.1 0.6
00.20 20 10 61.544 0.1 0.6
00.30 30 10 61.544 0.1 0.6
00.40 40 10 0 0 0
00.50 50 10 0 0 0
01.00 60 10 0 0 0
01.10 70 10 61.544 0.1 0.6
01.20 80 10 0 0 0
01.30 90 10 0 0 0
01.40 100 10 0 0 0
01.50 110 10 0 0 0
02.00 120 10 0 0 0
02.10 130 10 0 0 0
Lampiran 7. Pengukuran laju infiltrasi tanah pesisir pantai ulangan ke 1
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 123.088 0.2 1.2
00.20 20 10 61.544 0.1 0.6
00.30 30 10 0 0 0
00.40 40 10 0 0 0
00.50 50 10 61.544 0.1 0.6
01.00 60 10 0 0 0
01.10 70 10 0 0 0
01.20 80 10 0 0 0
01.30 90 10 61.544 0.1 0.6
01.40 100 10 0 0 0
01.50 110 10 0 0 0
02.00 120 10 0 0 0
02.10 130 10 0 0 0
Total 307.72 0.5 3.0
Lampiran 8. Pengukuran laju infiltrasi tanah pesisir pantai ulangan ke 2
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 61.544 0.1 0.6
00.20 20 10 0 0 0
00.30 30 10 0 0 0
00.40 40 10 61.544 0.1 0.6
00.50 50 10 0 0 0
01.00 60 10 61.544 0.1 0.6
01.10 70 10 0 0 0
01.20 80 10 0 0 0
01.30 90 10 61.544 0.1 0.6
01.40 100 10 0 0 0
01.50 110 10 0 0 0
02.00 120 10 0 0 0
02.10 130 10 0 0 0
Lampiran 9. Pengukuran laju infiltrasi tanah pesisir pantai ulangan ke 3
Waktu t (menit) ∆t (menit) ∆Vc (cm3) ∆hc (cm) fc (cm/jam) Keterangan
00.00 0 Cerah
00.10 10 10 123.088 0.2 1.2
00.20 20 10 0 0 0
00.30 30 10 61.544 0.1 0.6
00.40 40 10 0 0 0
00.50 50 10 0 0 0
01.00 60 10 0 0 0
01.10 70 10 0 0 0
01.20 80 10 61.544 0.1 0.6
01.30 90 10 0 0 0
01.40 100 10 0 0 0
01.50 110 10 0 0 0
02.00 120 10 0 0 0
02.10 130 10 0 0 0
Total 246.176 0.4 2.4