7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 1/78
Menghitung t0, Cgab Kapling dan Jalan
C gab =
1. Blok Perumahan
Kapling rumah
nd = 0.01 C atap = 0.75
L atas = 11.0707m
s = 26.79%
Catatan : per kapling dibagi 70% bangunan dan 30% taman
ATAP
ATAPTAMAN
C = 0,75
n = 0,01C = 0,75
n = 0,01
C = 0,05
n = 0,03
1000
2500
750.00 1750.00
777.01
1000.00
1035.28
nd = 0,01
C = 0,75
nd = 0,01
C = 0,75
C = 0,05 s =
n = 0,03
TAMAN
15°
15°
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 2/78
Taman
nd = 0.03 C taman = 0.03
L taman = 7.5 m
s = 2.0%
to taman = 1.78 mnt
to ! ".#8
C gabungan Kapling
A atap = 175 ! 10 = 175 m2
A taman = 75 ! 10 = 75 m2
C gab = A atap ! C atap " A taman ! C taman
A atap " A taman
= 175 0.75 " 75 0.03
175 " 75
= 133.5250
C gab ! 0.$%# & Cgab kapling'
Catatan : # $ntuk luas kapling ang berbeda nilai t0 dan C di anggap sama dengan &itungan di atas.
". Jalan Perumahan
'adi to untuk (atu kapling rumah (ruma& " taman)
CL
aspal
1000
CL
1500
aspal
s = 2%
n = 0,02
C = 0,7
Jalan Utama
Jalan 1
s = 2%
n = 0,02
C = 0,7
s = 2%
n = 0,02
C = 0,7
s = 2%
n = 0,02
C = 0,7
100 100
100
s = 4%
n = 0,02
C = 0,05s = 4%
n = 0,0
C = 0,0
s = 4%
n = 0,02
C = 0,05
b!m
b!m
CL
aspal
s = 2%
n = 0,02
C = 0,7s = 2%
n = 0,02
C = 0,7
100
s = 4%
n = 0,02
C = 0,05
b!m
d"nd"n# pa#a!
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 3/78
Jalan )tama &lebar 1$ m terma(uk berm'
L aspal = 1* m L berm = 1 m
n = 0.02 n = 0.02
C = 0.7 C = 0.05
s = 0.02 s = 0.0*
to aspal = 1.*33 mnt to aspal = 0.*91 mnt
to ! 1."$ mnt
C gabungan Jalan utama
Lebar aspal = 1* m
Lebar berm = 1 m
C gab = A atap ! C atap " A taman ! C taman
A atap " A taman
= 1* 0.7 " 1 0.05
1* " 1= 9.+5
15
C gab ! 0.*$7
Tipe Jalan 1 &lebar 10 m terma(uk berm'
L aspal = 1* m L berm = 1 m
n = 0.02 n = 0.02
C = 0.7 C = 0.05
s = 0.02 s = 0.0*
to aspal = 1.*33 mnt to aspal = 0.*91 mnt
to ! 1."$ mnt
C gabungan Jalan 1
Lebar aspal = 1* m
Lebar berm = 1 m
C gab = A atap ! C atap " A taman ! C taman
A atap " A taman= 1* 0.7 " 1 0.05
1* " 1
= 9.+5
15
C gab ! 0.*$7
Tipe Jalan " &lebar 10 m terma(uk berm'
L aspal = 1* m L berm = 1 m
n = 0.02 n = 0.02
C = 0.7 C = 0.05s = 0.02 s = 0.0*
'adi to +alan kiri kanan
'adi to +alan kiri kanan
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 4/78
to ! ".#7" mnt
C gabungan Jalan "
Lebar aspal = 1* m
Lebar berm = 1 m
C gab = A atap ! C atap " A taman ! C taman
A atap " A taman
= 1* 0.7 " 1 0.05
1* " 1
= 9.+5
15
C gab ! 0.*$7
'adi to +alan
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 5/78
Ai∑
AiCi∑
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 6/78
mnt
100
s = 4%
n = 0,02
C = 0,05
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 7/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 8/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 9/78
Perhitungan ua(an, Cgab, dan t0 -aluran
Tabel 1. ata ua(an
BLOK
/o Blok ua( &m"' ua( &km"'
1 ,lok 1 1.1 5250.00 0.005250
2 ,lok 2 2.1 5250.00 0.005250
2.2 5250.00 0.005250
3 ,lok 3 3.1 5250.00 0.005250
3.2 5250.00 0.005250
* ,lok * *.1 5250.00 0.005250
*.2 5250.00 0.0052505 ,lok 5 5.1 5250.00 0.005250
5.2 5250.00 0.005250
6 ,lok 6 6.1 5250.00 0.005250
6.2 5250.00 0.005250
7 ,lok 7 7.1 5250.00 0.005250
+ ,lok + +.1 5250.00 0.005250
+.2 5250.00 0.005250
9 ,lok 9 9.1 5250.00 0.005250
9.2 5250.00 0.005250
10 ,lok 10 10.1 5250.00 0.005250
10.2 5250.00 0.005250
11 ,lok 11 11.1 5250.00 0.005250
11.2 5250.00 0.005250
12 ,lok 12 12.1 *950.00 0.00*95013 ,lok 13 13.1 *950.00 0.00*950
13.2 *950.00 0.00*950
1* ,lok 1* 1*.1 *950.00 0.00*950
1*.2 *650 0.00*65
15 ,lok 15 15.1 3600 0.0036
15.2 3600 0.0036
16 ,lok 16 16.1 3600 0.0036
16.2 3600 0.0036
17 ,lok 17 17.1 3600 0.0036
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 10/78
17.2 3600 0.0036
1+ ,lok 1+ 1+.1 *950 0.00*95
1+.2 *950 0.00*95
19 ,lok 19 19.1 5350 0.00535
19.2 5350 0.00535
20 ,lok 20 20.1 6000 0.006
20.2 6000 0.006
21 ,lok 21 21.1 6750 0.00675
21.2 6750 0.00675
22 ,lok 22 22.1 7500 0.0075
22.2 7500 0.0075
umlah ua( rea Blok 212150.00 0.212150 JALAN
/o Jalan ua( &m"' ua( &km"'
Tipe Kode
1 'alan -ersier 1 'alan 1 1.1 1312.50 0.001313
2 'alan -ersier 2 'alan 1 2.1 1312.50 0.001313
'alan 1 2.2 1312.50 0.001313
'alan 2 2.3 900.00 0.000900
3 'alan -ersier 3 'alan 1 3.1 1312.50 0.001313
'alan 1 3.2 1312.50 0.001313
* 'alan -ersier * 'alan 1 *.1 1312.50 0.001313
'alan 1 *.2 1312.50 0.001313
'alan 2 *.3 900.00 0.000900
5 'alan -ersier 5 'alan 1 5.1 1312.50 0.001313
'alan 1 5.2 1312.50 0.0013136 'alan -ersier 6 'alan 1 6.1 1312.50 0.001313
'alan 1 6.2 1312.50 0.001313
7 'alan -ersier 7 'alan 1 7.1 1312.50 0.001313
'alan 1 7.2 1312.50 0.001313
'alan 2 7.3 900.00 0.000900
+ 'alan -ersier + 'alan 1 +.1 1312.50 0.001313
'alan 1 +.2 1312.50 0.001313
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 11/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 12/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 13/78
Perhitungan imen(i -aluran
Tabel #. Perhitungan imen(i -aluran Ter(ier, -ekunder dan Primer
/o -aluran Titik (al b(al
&m' &m'
1 " % # $ *
1 1.#2 tersier 175 0.5+
2 2.#6 sekunder 15 0.*0
3 5.#6 tersier 175 0.50
* 6.#10 sekunder 60 0.*0
5 5.#9 tersier 60 0.*0
6 9.#10 tersier 175 0.50
7 10.#1* sekunder 15 0.60
+ 13.#1* tersier 175 0.50
9 1*.#1+ sekunder 60 0.60
10 17.#1+ tersier 90 0.50
11 1+.#22 sekunder 15 0.*5
12 21.#22 tersier 175 0.50
13 22.#26 sekunder 60 0.50
1* 21.#25 tersier 60 0.50
15 25.#26 tersier 90 0.50
16 26.#30 sekunder 15 0.50
17 29.#30 tersier 175 0.50
1+ 30.#3* sekunder 60 0.*0
19 33.#3* tersier 175 0.50
20 37.#3+ tersier 175 0.50
21 3+.#*2 sekunder 60 0.*0
22 *1.#*2 tersier 175 0.60
23 *2.#*6 sekunder 15 0.60
2* *5.#*6 tersier 175 0.60
25 *6.#50 sekunder 60 0.*0
26 *5.#*9 tersier 60 0.60
27 *9.#50 tersier 175 0.60
2+ 50.#5* sekunder 15 0.60
29 53.#5* tersier 175 0.60
30 5*.#5+ sekunder 60 0.*0
31 57.#5+ tersier 175 0.*032 5+.#62 sekunder 15 0.50
33 61.#62 tersier 175 0.*0
3* 62.#66 sekunder 60 0.*0
35 61.#65 tersier 60 0.*0
36 65.#66 sekunder 175 0.50
37 66.#70 sekunder 15 0.*0
3+ 69.#70 tersier 175 0.50
Kategori-aluran
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 14/78
39 70.#7* sekunder 60 0.*0
*0 73.#7* tersier 175 0.50
*1 7*.#7+ sekunder 15 0.60
*2 77.#7+ tersier 175 0.*0
*3 7+.#+2 sekunder 60 0.*0
** 77.#+1 sekunder 60 0.*0
*5 +1.#+2 tersier 175 0.50*6 *.#3 tersier 165 0.+0
*7 +.#7 tersier 165 0.50
*+ 7.#11 sekunder 60 0.50
*9 +.#12 tersier 165 0.*0
50 12.#11 tersier 165 0.+0
11.#15 sekunder 15 0.*0
51 16.#15 tersier 165 0.50
52 15.#19 sekunder 60 0.*0
53 16.#20 tersier 60 0.*0
5* 20.#19 tersier 165 0.6055 19.#23 sekunder 15 0.*5
56 2*.#23 tersier 60 0.60
57 23.#27 sekunder 120 0.60
5+ 2*.#2+ tersier 60 0.*0
59 2+.#27 tersier 120 0.+0
60 27.#31 sekunder 15 0.60
61 32.#31 tersier 120 0.60
62 31.#35 sekunder 60 0.*0
63 36.#35 tersier 120 0.+0
6* *0.#39 tersier 120 0.6065 39.#*3 sekunder 60 0.30
66 **.#*3 tersier 120 0.+0
67 *3.#*7 sekunder 15 0.30
6+ *+.#*7 tersier 120 0.60
69 *7.#51 sekunder 60 0.30
70 *+.#52 tersier 60 0.35
71 52.#51 tersier 120 0.+0
72 51.#55 sekunder 15 0.*0
73 56.#55 tersier 120 0.60
7* 55.#59 sekunder 60 0.30
75 56.#60 tersier 60 0.30
76 60.#59 tersier 120 0.60
77 59.#63 sekunder 15 0.*5
7+ 6*.#63 tersier 200 0.60
79 63.#67 sekunder 60 0.30
+0 6+.#67 tersier 200 0.60
+1 67.#71 sekunder 15 0.*5
+2 72.#71 tersier 225 0.60
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 15/78
+3 71.#75 tersier 60 0.30
+* 76.#75 tersier 225 0.60
+5 75.#79 sekunder 15 0.*5
+6 +0.#79 tersier 250 0.60
+7 79.#+3 sekunder 60 0.30
++ +0.#+* tersier 60 0.60
+9 +*.#+3 tersier 250 0.6090 3*.#+5 sekunder 15 0.*0
91 +5.#+6 primer 250 0.60
92 35.#+7 sekunder 15 0.*5
93 +7.#++ primer 250 0.60
9* 3+.#90 sekunder 15 0.*5
95 90.#+9 primer 250 0.60
96 39.#91 sekunder 15 0.*0
97 91.#92 primer 250 0.60
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 16/78
Catatan : ## Lebar (b) saluran direnanakan (min = 0* m)
## & saluran ditentukan dengan ara trial se&ingga / &idrolika /&i
## direnana
##
##
##
####
##
##
## n beton ! 0.015
## *50 (t dalam menit)
Tabel $. Perhitungan Tinggi Muka ir Kriti( Ter(ier, -ekunder dan Primer
/o -aluranb (al hn h
&m' &m' &m' &m"'
1 " % # $ *
1 1.#2 0.5+ 0.55 0.17 0.097
2 2.#6 0.*0 0.0* 0.16 0.062
3 5.#6 0.50 0.66 0.19 0.09*
* 6.#10 0.*0 0.10 0.1* 0.057
5 5.#9 0.*0 0.2* 0.23 0.093
6 9.#10 0.50 0.66 0.13 0.06*7 10.#1* 0.60 0.0* 0.25 0.152
+ 13.#1* 0.50 0.66 0.13 0.06*
9 1*.#1+ 0.60 0.07 0.29 0.175
10 17.#1+ 0.50 0.79 0.13 0.06*
11 1+.#22 0.*5 0.0* 0.33 0.1*+
12 21.#22 0.50 0.66 0.07 0.037
13 22.#26 0.50 0.0+ 0.1* 0.071
1* 21.#25 0.50 0.19 0.31 0.153
15 25.#26 0.50 0.6* 0.13 0.06*
16 26.#30 0.50 0.0* 0.33 0.16617 29.#30 0.50 0.66 0.13 0.06*
1+ 30.#3* 0.*0 0.10 0.35 0.1*2
19 33.#3* 0.50 0.66 0.13 0.06*
20 37.#3+ 0.50 0.66 0.3+ 0.1++
21 3+.#*2 0.*0 0.10 0.07 0.030
22 *1.#*2 0.60 0.53 0.1* 0.0+6
23 *2.#*6 0.60 0.0* 0.*0 0.2*2
2* *5.#*6 0.60 0.53 0.13 0.077
to diambil dari kaling ter4au& dari titik kontrol #### k1$ !
t = Lsal 8 ### k1* ! &k$4k1%'
t = to"t ## k17 ! &k1$ 5 k1*'
Agab = luas termasuk dari blok &ulu ang melalui saluran bs ##/&lk ### k1# ! 14k11 6 k1"0,$ 6 k10 6 k8
/&lg ### k"1 ! 14%,* 6 k18 6 k1 6 k"0
/ = /&lk#/&lg ## k""! &k1# k"1'
-herman, 9" !
t05
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 17/78
25 *6.#50 0.*0 0.10 0.*2 0.169
26 *5.#*9 0.60 0.32 0.13 0.077
27 *9.#50 0.60 0.53 0.3+ 0.227
2+ 50.#5* 0.60 0.0* 0.05 0.02+
29 53.#5* 0.60 0.53 0.06 0.03+
30 5*.#5+ 0.*0 0.10 0.0+ 0.031
31 57.#5+ 0.*0 0.+6 0.06 0.02632 5+.#62 0.50 0.0* 0.12 0.059
33 61.#62 0.*0 0.+6 0.10 0.03+
3* 62.#66 0.*0 0.10 0.16 0.063
35 61.#65 0.*0 0.2* 0.11 0.0*6
36 65.#66 0.50 0.** 0.21 0.103
37 66.#70 0.*0 0.05 0.07 0.02+
3+ 69.#70 0.50 0.65 0.12 0.060
39 70.#7* 0.*0 0.10 0.25 0.102
*0 73.#7* 0.50 0.65 0.12 0.059
*1 7*.#7+ 0.60 0.03 0.26 0.159*2 77.#7+ 0.*0 0.56 0.0+ 0.031
*3 7+.#+2 0.*0 0.10 0.1* 0.056
** 77.#+1 0.*0 0.15 0.31 0.126
*5 +1.#+2 0.50 0.66 0.13 0.06*
*6 *.#3 0.+0 0.3+ 0.29 0.231
*7 +.#7 0.50 0.63 0.1* 0.071
*+ 7.#11 0.50 0.0+ 0.32 0.161
*9 +.#12 0.*0 0.1+ 0.1* 0.057
50 12.#11 0.+0 0.3+ 0.35 0.2+1
0 11.#15 0.*0 0.05 0.07 0.03051 16.#15 0.50 0.6* 0.15 0.077
52 15.#19 0.*0 0.10 0.55 0.219
53 16.#20 0.*0 0.2* 0.15 0.060
5* 20.#19 0.60 0.*9 0.16 0.093
55 19.#23 0.*5 0.0* 0.07 0.03*
56 2*.#23 0.60 0.50 0.1* 0.0+6
57 23.#27 0.60 0.06 0.23 0.139
5+ 2*.#2+ 0.*0 0.2* 0.13 0.051
59 2+.#27 0.+0 0.32 0.25 0.202
60 27.#31 0.60 0.03 0.13 0.077
61 32.#31 0.60 0.*3 0.29 0.175
62 31.#35 0.*0 0.10 0.13 0.051
63 36.#35 0.+0 0.32 0.33 0.263
6* *0.#39 0.*0 0.*3 0.07 0.0*5
65 39.#*3 0.%0 0.12 0.1* 0.0*3
66 **.#*3 0.+0 0.32 0.31 0.2*5
67 *3.#*7 0.30 0.06 0.13 0.03+
6+ *+.#*7 0.60 0.56 0.33 0.199
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 18/78
69 *7.#51 0.30 0.13 0.13 0.03+
70 *+.#52 0.35 0.27 0.35 0.12*
71 52.#51 0.+0 0.*2 0.13 0.103
72 51.#55 0.*0 0.05 0.3+ 0.150
73 56.#55 0.60 0.60 0.07 0.0*5
7* 55.#59 0.30 0.12 0.1* 0.0*3
75 56.#60 0.30 0.33 0.*0 0.12176 60.#59 0.60 0.60 0.13 0.077
77 59.#63 0.*5 0.0* 0.*2 0.190
7+ 6*.#63 0.60 0.57 0.13 0.077
79 63.#67 0.30 0.12 0.3+ 0.11*
+0 6+.#67 0.60 0.57 0.05 0.02+
+1 67.#71 0.*5 0.0* 0.06 0.029
+2 72.#71 0.60 0.61 0.0+ 0.0*7
+3 71.#75 0.30 0.1+ 0.06 0.019
+* 76.#75 0.60 0.61 0.12 0.071
+5 75.#79 0.*5 0.0* 0.10 0.0*3+6 +0.#79 0.60 0.65 0.16 0.09*
+7 79.#+3 0.30 0.13 0.11 0.03*
++ +0.#+* 0.60 0.16 0.21 0.123
+9 +*.#+3 0.60 0.65 0.07 0.0*1
90 3*.#+5 0.*0 0.05 0.12 0.0*+
91 +5.#+6 0.60 0.2* 0.25 0.153
92 35.#+7 0.*5 0.0* 0.12 0.053
93 +7.#++ 0.60 0.2* 0.26 0.159
9* 3+.#90 0.*5 0.0* 0.0+ 0.03*
95 90.#+9 0.60 0.2* 0.1* 0.0+*
96 39.#91 0.*0 0.0* 0.31 0.126
97 91.#92 0.60 0.2* 0.13 0.077
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 19/78
hn (al P(aln -
&m' &m"' &m'
7 8 10 11 1"
0.55 0.32 1.6+ 0.33 0.015 0.05%
0.0* 0.02 0.*+ 0.10 0.015 0.20%
0.66 0.33 1.+1 0.32 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.2* 0.09 0.+7 0.23 0.015 0.05%
0.66 0.33 1.+1 0.32 0.015 0.05%
0.0* 0.02 0.67 0.10 0.015 0.20%
0.66 0.33 1.+1 0.32 0.015 0.05%
0.07 0.0* 0.7* 0.15 0.015 0.20%
0.79 0.*0 2.0+ 0.33 0.015 0.05%
0.0* 0.02 0.53 0.11 0.015 0.20%
0.66 0.33 1.+1 0.32 0.015 0.05%
0.0+ 0.0* 0.66 0.16 0.015 0.20%
0.19 0.09 0.++ 0.23 0.015 0.05%
0.6* 0.32 1.7+ 0.32 0.015 0.05%
0.0* 0.02 0.57 0.10 0.015 0.20%
0.66 0.33 1.+1 0.32 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.66 0.33 1.+1 0.32 0.015 0.05%
0.66 0.33 1.+1 0.32 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.53 0.32 1.67 0.33 0.015 0.05%
0.0* 0.02 0.67 0.10 0.015 0.20%
0.53 0.32 1.66 0.33 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.32 0.19 1.2* 0.29 0.015 0.05%
0.53 0.32 1.66 0.33 0.015 0.05%
0.0* 0.02 0.67 0.10 0.015 0.20%
0.53 0.32 1.66 0.33 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.+6 0.3* 2.12 0.30 0.015 0.05%0.0* 0.02 0.5+ 0.10 0.015 0.20%
0.+6 0.3* 2.12 0.30 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.2* 0.09 0.+7 0.23 0.015 0.05%
0.** 0.22 1.37 0.29 0.015 0.20%
0.05 0.02 0.*9 0.11 0.015 0.20%
0.65 0.33 1.+1 0.32 0.015 0.05%
"4% !
&4P'"4%
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 20/78
0.10 0.0* 0.59 0.16 0.015 0.20%
0.65 0.33 1.+1 0.32 0.015 0.05%
0.03 0.02 0.67 0.10 0.015 0.20%
0.56 0.23 1.53 0.2+ 0.015 0.20%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.15 0.06 0.71 0.20 0.015 0.20%
0.66 0.33 1.+1 0.32 0.015 0.05%0.3+ 0.31 1.56 0.3* 0.015 0.05%
0.63 0.32 1.77 0.32 0.015 0.05%
0.0+ 0.0* 0.66 0.15 0.015 0.20%
0.1+ 0.07 0.76 0.21 0.015 0.05%
0.3+ 0.31 1.56 0.3* 0.015 0.05%
0.05 0.02 0.50 0.11 0.015 0.20%
0.6* 0.32 1.77 0.32 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.2* 0.09 0.+7 0.23 0.015 0.05%
0.*9 0.30 1.59 0.33 0.015 0.05%0.0* 0.02 0.53 0.11 0.015 0.20%
0.50 0.30 1.61 0.33 0.015 0.05%
0.06 0.0* 0.72 0.1* 0.015 0.20%
0.2* 0.09 0.+7 0.23 0.015 0.05%
0.32 0.26 1.** 0.32 0.015 0.05%
0.03 0.02 0.67 0.10 0.015 0.20%
0.*3 0.26 1.*6 0.31 0.015 0.05%
0.10 0.0* 0.59 0.16 0.015 0.20%
0.32 0.26 1.** 0.32 0.015 0.05%
0.*3 0.26 1.*6 0.31 0.015 0.05%0.12 0.0* 0.5* 0.16 0.015 0.20%
0.32 0.26 1.** 0.32 0.015 0.05%
0.06 0.02 0.*1 0.12 0.015 0.20%
0.56 0.3* 1.73 0.3* 0.015 0.05%
0.13 0.0* 0.55 0.17 0.015 0.20%
0.27 0.09 0.+9 0.22 0.015 0.05%
0.*2 0.33 1.63 0.35 0.015 0.05%
0.05 0.02 0.*9 0.11 0.015 0.20%
0.60 0.36 1.+0 0.3* 0.015 0.05%
0.12 0.0* 0.5* 0.16 0.015 0.20%
0.33 0.10 0.95 0.22 0.015 0.05%
0.60 0.36 1.+1 0.3* 0.015 0.05%
0.0* 0.02 0.53 0.11 0.015 0.20%
0.57 0.3* 1.75 0.3* 0.015 0.05%
0.12 0.0* 0.5* 0.16 0.015 0.20%
0.57 0.3* 1.75 0.3* 0.015 0.05%
0.0* 0.02 0.5* 0.11 0.015 0.20%
0.61 0.37 1.+2 0.3* 0.015 0.05%
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 21/78
0.1+ 0.06 0.67 0.19 0.015 0.05%
0.61 0.37 1.+2 0.3* 0.015 0.05%
0.0* 0.02 0.53 0.11 0.015 0.20%
0.65 0.39 1.+9 0.35 0.015 0.05%
0.13 0.0* 0.55 0.17 0.015 0.20%
0.16 0.10 0.92 0.22 0.015 0.05%
0.65 0.39 1.+9 0.35 0.015 0.05%0.05 0.02 0.*9 0.11 0.015 0.20%
0.2* 0.15 1.09 0.26 0.015 0.20%
0.0* 0.02 0.5* 0.11 0.015 0.20%
0.2* 0.15 1.09 0.26 0.015 0.20%
0.0* 0.02 0.53 0.11 0.015 0.20%
0.2* 0.15 1.09 0.26 0.015 0.20%
0.0* 0.02 0.*9 0.11 0.015 0.20%
0.2* 0.15 1.09 0.26 0.015 0.20%
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 22/78
drologi
di&itung beruntun dari &ulu untuk saluran &ilir t &ilir = t &ilir(=to:)"t &ulu.
T ! B ;Δ
&m' &m%4dt'
7 8 10 11
0.5+ 0.15+ 0.0025* 0.00159 0.00096
0.*0 0.005 0.00000 0.00060 #0.0006
0.50 0.156 0.002*9 0.00167 0.000+26
0.*0 0.019 0.0000* 0.000*6 #0.000*2+
0.*0 0.032 0.00010 0.0019+ #0.001+79
0.50 0.156 0.002*9 0.00053 0.00196*0.60 0.006 0.00000 0.005+2 #0.005+16
0.50 0.156 0.002*9 0.00053 0.00196*
0.60 0.01+ 0.00003 0.00+97 #0.00+9*0
0.50 0.195 0.003++ 0.00053 0.003352
0.*5 0.006 0.00000 0.0071+ #0.00717*
0.50 0.156 0.002*9 0.00011 0.0023+6
0.50 0.019 0.0000* 0.00072 #0.0006+6
0.50 0.032 0.00010 0.00722 #0.007116
0.50 0.152 0.0023* 0.00053 0.001+16
0.50 0.005 0.00000 0.00909 #0.0090+90.50 0.157 0.00251 0.00053 0.00197+
0.*0 0.019 0.0000* 0.00715 #0.007117
0.50 0.157 0.00251 0.00053 0.00197+
0.50 0.156 0.002*9 0.01329 #0.010+05
0.*0 0.019 0.0000* 0.00007 #0.000032
0.60 0.15+ 0.00256 0.0010* 0.001517
0.60 0.007 0.00000 0.02375 #0.023750
0.60 0.15+ 0.00255 0.00076 0.001793
a2 &k17 3 tabel " k7'
## k1 ! tabel " k1$
;"4g %4T
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 23/78
0.*0 0.019 0.0000* 0.01206 #0.012022
0.60 0.0+3 0.00070 0.00076 #0.00005+
0.60 0.15+ 0.00256 0.0195+ #0.017020
0.60 0.006 0.00000 0.0000* #0.00003*
0.60 0.15+ 0.00255 0.00009 0.002*55
0.*0 0.019 0.0000* 0.0000+ #0.0000*1
0.*0 0.152 0.00236 0.0000* 0.0023150.50 0.006 0.00000 0.000*1 #0.000*02
0.*0 0.152 0.00236 0.0001* 0.002215
0.*0 0.019 0.00003 0.00061 #0.0005+0
0.*0 0.032 0.00010 0.0002* #0.000132
0.50 0.190 0.00369 0.00217 0.001520
0.*0 0.006 0.00000 0.00005 #0.0000*+
0.50 0.156 0.002*+ 0.000** 0.0020*3
0.*0 0.019 0.0000* 0.00263 #0.002600
0.50 0.156 0.002*+ 0.000*1 0.002072
0.60 0.006 0.00000 0.00667 #0.0066690.*0 0.1++ 0.00360 0.00007 0.003531
0.*0 0.019 0.0000* 0.000*3 #0.000399
0.*0 0.036 0.00013 0.00*9+ #0.00*+50
0.50 0.157 0.00251 0.00053 0.00197+
0.+0 0.153 0.002*0 0.015** #0.0130*6
0.50 0.150 0.00229 0.00071 0.001577
0.50 0.01+ 0.00003 0.00+36 #0.00+32+
0.*0 0.022 0.00005 0.000*6 #0.000*0+
0.+0 0.153 0.002*0 0.027+7 #0.025*69
0.*0 0.006 0.00000 0.00007 #0.0000630.50 0.151 0.00231 0.00091 0.001397
0.*0 0.019 0.0000* 0.02639 #0.02635*
0.*0 0.032 0.00010
0.60 0.1** 0.00212
0.*5 0.006 0.00000
0.60 0.1*+ 0.0022*
0.60 0.015 0.00002
0.*0 0.032 0.00010
0.+0 0.121 0.00150
0.60 0.006 0.00000
0.60 0.121 0.001*9
0.*0 0.019 0.0000*
0.+0 0.121 0.00150
0.60 0.121 0.001*9
0.30 0.01+ 0.00003
0.+0 0.122 0.00151
0.30 0.006 0.00000
0.60 0.170 0.0029*
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 24/78
0.30 0.019 0.0000*
0.35 0.032 0.00010
0.+0 0.172 0.00300
0.*0 0.006 0.00000
0.60 0.1+* 0.003*6
0.30 0.01+ 0.00003
0.30 0.032 0.000100.60 0.1+* 0.003*7
0.*5 0.006 0.00000
0.60 0.17* 0.00307
0.30 0.01+ 0.00003
0.60 0.173 0.00306
0.*5 0.006 0.00000
0.60 0.1++ 0.00360
0.30 0.016 0.00002
0.60 0.1++ 0.00359
0.*5 0.006 0.000000.60 0.201 0.00*13
0.30 0.019 0.0000*
0.60 0.032 0.00010
0.60 0.201 0.00*13
0.*0 0.006 0.00000
0.60 0.11* 0.0013*
0.*5 0.006 0.00000
0.60 0.11* 0.00133
0.*5 0.006 0.00000
0.60 0.115 0.00135
0.*0 0.006 0.00000
0.60 0.11* 0.00133
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 25/78
< to t= t 9
m4dt menit menit menit mm4+am
1% 1# 1$ 1* 17 18
0.*93 0.15+ 2.*+9 5.913 +.*02 155.2*6
0.303 0.005 1.925 0.+26 2.750 271.33+
0.*77 0.156 2.*+9 6.115 +.60* 153.*11
0.*+2 0.019 1.925 2.075 *.000 225.006
0.33+ 0.032 2.*72 2.955 5.*2+ 193.152
0.*77 0.156 2.*+9 6.115 +.60* 153.*11
0.297 0.006 1.925 0.+*2 2.767 270.533
0.*77 0.156 2.*+9 6.115 +.60* 153.*11
0.*37 0.01+ 1.925 2.2+6 *.210 219.307
0.*93 0.195 2.*+9 3.0** 5.53* 191.295
0.317 0.006 1.925 0.7++ 2.712 273.2*3
0.*77 0.156 2.*+9 6.115 +.60* 153.*11
0.*67 0.019 1.925 2.1*2 *.067 223.1**
0.33+ 0.032 2.*72 2.962 5.*3* 193.03*
0.*75 0.152 2.*+9 3.160 5.6*9 1+9.329
0.299 0.005 2.*+9 0.+35 3.32* 2*6.+06
0.*77 0.157 2.*+9 6.112 +.601 153.*36
0.*+2 0.019 1.925 2.075 3.999 225.019
0.*77 0.157 2.*+9 6.112 +.601 153.*36
0.*77 0.156 2.*+9 6.116 +.605 153.*02
0.*+2 0.019 1.925 2.076 *.000 22*.997
0.*96 0.15+ 2.*+9 5.++1 +.370 155.5*1
0.302 0.007 1.925 0.+27 2.752 271.279
0.*96 0.15+ 2.*+9 5.++2 +.371 155.530
0.*+2 0.019 1.925 2.076 *.000 22*.99*
0.*30 0.0+3 2.*72 2.323 *.795 205.*97
0.*96 0.15+ 2.*+9 5.++1 +.371 155.53*
0.300 0.006 1.925 0.+3* 2.759 270.93*
0.*96 0.15+ 2.*+9 5.++3 +.372 155.522
0.*+2 0.019 1.925 2.075 3.999 225.015
0.**3 0.152 2.*+9 6.579 9.06+ 1*9.*3*0.305 0.006 1.925 0.+20 2.7*5 271.616
0.**3 0.152 2.*+9 6.579 9.06+ 1*9.*3*
0.*+2 0.019 1.925 2.077 *.001 22*.967
0.339 0.032 2.*72 2.951 5.*23 193.231
0.+7* 0.190 2.*+9 3.336 5.+25 1+6.*50
0.337 0.006 1.925 0.7*2 2.667 275.565
0.*77 0.156 2.*+9 6.116 +.606 153.399
;hlkm%4dt
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 26/78
0.*+2 0.019 1.925 2.076 *.000 22*.991
0.*77 0.156 2.*+9 6.116 +.606 153.39+
0.292 0.006 1.925 0.+55 2.7+0 269.907
0.+33 0.1++ 2.*+9 3.502 5.991 1+3.+*9
0.*+2 0.019 1.925 2.075 *.000 225.00+
0.5+7 0.036 2.*72 1.705 *.177 220.1+0
0.*77 0.157 2.*+9 6.112 +.601 153.*360.502 0.153 2.*+9 5.*7+ 7.96+ 159.*20
0.*7* 0.150 2.*+9 5.+03 +.293 156.265
0.*60 0.01+ 1.925 2.17* *.099 222.27*
0.309 0.022 2.*72 +.907 11.379 133.*00
0.502 0.153 2.*+9 5.*7+ 7.96+ 159.*19
0.3*0 0.006 1.925 0.736 2.660 275.++9
0.*7* 0.151 2.*+9 5.+00 +.2+9 156.299
0.*+2 0.019 1.925 2.075 *.000 225.005
0.33+ 0.032 2.*7236*+362 2.955 5.*27 193.159
0.*+7 0.1** 2.*+9*31266+ 5.6*+ +.137 157.7530.315 0.006 1.92*5*0+316 0.795 2.719 272.++3
0.*+9 0.1*+ 2.*+9*31266+ 2.0*3 *.532 211.37*
0.*05 0.015 1.92*5*0+316 *.9** 6.+69 171.701
0.339 0.032 2.*7236*+362 2.95* 5.*26 193.1+1
0.*72 0.121 2.*+9*31266+ *.239 6.72+ 173.*+7
0.2++ 0.006 1.92*5*0+316 0.+6+ 2.792 269.300
0.*69 0.121 2.*+9*31266+ *.261 6.750 173.200
0.*+2 0.019 1.92*5*0+316 2.076 *.000 22*.99*
0.*72 0.121 2.*+9*31266+ *.23+ 6.727 173.*97
0.*69 0.121 2.*+9*31266+ *.263 6.752 173.1770.*90 0.01+ 1.92*5*0+316 2.039 3.96* 226.026
0.*72 0.122 2.*+9*31266+ *.23* 6.72* 173.5*1
0.352 0.006 1.92*5*0+316 0.711 2.635 277.207
0.503 0.170 2.*+9*31266+ 3.979 6.*69 176.929
0.*9+ 0.019 1.92*5*0+316 2.009 3.933 226.903
0.33* 0.032 2.*7236*+362 2.990 5.*62 192.539
0.516 0.172 2.*+9*31266+ 3.+7* 6.363 17+.395
0.33+ 0.006 1.92*5*0+316 0.739 2.663 275.736
0.510 0.1+* 2.*+9*31266+ 3.920 6.*09 177.751
0.*92 0.01+ 1.92*5*0+316 2.035 3.959 226.159
0.327 0.032 2.*7236*+362 3.05+ 5.531 191.3*9
0.510 0.1+* 2.*+9*31266+ 3.919 6.*09 177.75+
0.321 0.006 1.92*5*0+316 0.7+0 2.70* 273.6*+
0.505 0.17* 2.*+9*31266+ 6.606 9.095 1*9.211
0.*91 0.01+ 1.92*5*0+316 2.036 3.961 226.10*
0.50* 0.173 2.*+9*31266+ 7 9 1*9.196
0.32+ 0.006 1.92*5*0+316 0.762 2.6+7 27*.526
0.512 0.1++ 2.*+9*31266+ 7.32* 9.+1* 1*3.6*7
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 27/78
0.2+3 0.016 1.92*5*0+316 3.536 5.*60 192.579
0.512 0.1++ 2.*+9*31266+ 7.325 9.+1* 1*3.6**
0.320 0.006 1.92*5*0+316 0.7+2 2.707 273.51+
0.51+ 0.201 2.*+9*31266+ +.0*0 10.529 13+.6+0
0.*9+ 0.019 1.92*5*0+316 2.009 3.933 226.907
0.330 0.032 2.*7236*+362 3.026 5.*99 191.90*
0.51+ 0.201 2.*+9*31266+ +.0*0 10.529 13+.6+20.33+ 0.006 1.92*5*0+316 0.739 2.663 275.736
0.7+3 0.11* 1.92*5*0+316 5.32* 7.2*+ 167.1*5
0.32* 0.006 1.92*5*0+316 0.771 2.695 27*.111
0.7+3 0.11* 1.92*5*0+316 5.32* 7.2*9 167.1*2
0.315 0.006 1.92*5*0+316 0.79* 2.719 272.903
0.7+* 0.115 1.92*5*0+316 5.315 7.2*0 167.2*7
0.327 0.006 1.92*5*0+316 0.765 2.690 27*.3+1
0.7+3 0.11* 1.92*5*0+316 5.32* 7.2*9 167.137
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 28/78
25*.22 15+.51 95.71
0.22 59.66 #59.**
2*9.17 166.55 +2.63
3.51 *6.31 #*2.+0
10.3* 19+.27 #1+7.93
2*9.17 52.79 196.3+0.*0 5+2.01 #5+1.61
2*9.17 52.79 196.3+
3.36 +97.3* #+93.9+
3++.00 52.79 335.21
0.35 717.79 #717.**
2*9.17 10.53 23+.6*
3.76 72.35 #6+.59
10.*2 721.99 #711.57
23*.3+ 52.79 1+1.59
0.30 909.23 #90+.93250.61 52.79 197.+2
3.51 715.21 #711.70
250.61 52.79 197.+2
2*+.63 1329.10 #10+0.*6
3.50 6.7* #3.2*
255.92 10*.19 151.73
0.** 2375.*5 #2375.01
255.3+ 76.05 179.33
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 29/78
3.50 1205.66 #1202.15
70.25 76.05 #5.+0
255.59 1957.56 #1701.97
0.*2 3.+3 #3.*1
255.00 9.*9 2*5.52
3.51 7.56 #*.06
235.7* *.22 231.520.33 *0.56 #*0.22
235.72 1*.26 221.*7
3.*9 61.*6 #57.97
10.*+ 23.63 #13.15
369.36 217.39 151.97
0.*1 5.21 #*.+1
2*+.** **.09 20*.35
3.50 263.50 #260.00
2*+.*1 *1.19 207.22
0.37 667.26 #666.90360.20 7.13 353.07
3.51 *3.*0 #39.+9
13.*5 *9+.*7 #*+5.02
250.61 52.79 197.+2
239.75 15**.36 #130*.61
229.16 71.*5 157.72 Catatan : ##
3.*5 +36.29 #+32.+* ##
*.9* *5.73 #*0.79 ##
239.7* 27+6.6* #25*6.90 ##
0.*3 6.73 #6.30230.9+ 91.23 139.75
3.51 263+.91 #2635.*0
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 30/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 31/78
gabCgab >;
km"
1 "0 "1 ""
0.006563 0.559 0.15+ #0.0001
0.000113 0.657 0.006 #0.0009
0.006563 0.559 0.156 0.0002
0.000*50 0.657 0.01+ 0.0001
0.000900 0.657 0.032 0.0001
0.006563 0.559 0.156 0.0002
0.000113 0.657 0.006 0.0007
0.006563 0.559 0.156 0.0002
0.000*50 0.657 0.01+ 0.0002
0.006563 0.559 0.195 0.000*
0.000113 0.657 0.006 0.0003
0.006563 0.559 0.156 0.0002
0.000*50 0.657 0.01+ 0.0009
0.000900 0.657 0.032 0.0003
0.005363 0.537 0.151 0.000*
0.000113 0.657 0.005 0.000*
0.006563 0.559 0.156 0.0006
0.000*50 0.657 0.01+ 0.0001
0.006563 0.559 0.156 0.0006
0.006563 0.559 0.156 0.0000
0.000*50 0.657 0.01+ 0.0001
0.006563 0.559 0.15+ 0.0001
0.000113 0.657 0.006 0.0010
0.006563 0.559 0.15+ 0.0000
0.000*50 0.657 0.01+ 0.0001
0.002213 0.657 0.0+3 0.0001
0.006563 0.559 0.15+ 0.0000
0.000113 0.657 0.006 0.0009
0.006563 0.559 0.15+ #0.0001
0.000*50 0.657 0.01+ 0.0001
0.006563 0.559 0.152 0.00000.000113 0.657 0.006 0.0002
0.006563 0.559 0.152 0.0000
0.000*50 0.657 0.01+ 0.0000
0.000900 0.657 0.032 0.0003
0.006563 0.559 0.190 0.0006
0.000113 0.657 0.006 0.0007
0.006563 0.559 0.156 0.0000
;hlgm%4dt
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 32/78
0.000*50 0.657 0.01+ 0.0001
0.006563 0.559 0.156 0.0000
0.000113 0.657 0.006 0.0005
0.006563 0.559 0.1+7 0.000+
0.000*50 0.657 0.01+ 0.0001
0.000900 0.657 0.036 0.0002
0.006563 0.559 0.156 0.00060.0061++ 0.559 0.153 0.000*
0.0061++ 0.559 0.150 0.0000
0.000*50 0.657 0.01+ 0.0001
0.000900 0.657 0.022 0.0001
0.0061++ 0.559 0.153 0.000*
0.000113 0.657 0.006 0.000+
0.0061++ 0.559 0.150 0.0005
0.000*50 0.657 0.01+ 0.0001
0.0009 0.657 0.032 0.0002
0.005++75 0.560 0.1** 0.00000.0001125 0.6566666667 0.006 0.0001
0.00*5 0.55+5333333 0.1*+ 0.0007
0.000*5 0.657 0.01* 0.0005
0.0009 0.657 0.032 0.0002
0.00*5 0.55+5333333 0.121 0.0000
0.0001125 0.6566666667 0.006 0.0002
0.00*5 0.55+5333333 0.121 0.0001
0.000*5 0.6566666667 0.01+ 0.0001
0.00*5 0.55+5333333 0.121 0.0001
0.00*5 0.55+5333333 0.121 #0.00010.000*5 0.6566666667 0.019 #0.0009
0.00*5 0.55+5333333 0.121 0.000*
0.0001125 0.6566666667 0.006 0.0002
0.0061+75 0.55+5333333 0.170 0.0000
0.000*5 0.6566666667 0.019 0.0001
0.0009 0.657 0.032 0.0000
0.0061+75 0.55+5333333 0.171 0.000*
0.0001125 0.6566666667 0.006 0.0007
0.0066+755 0.55+53*067 0.1+* #0.0001
0.000*5 0.6566666667 0.019 #0.0007
0.0009 0.657 0.031 0.0006
0.0066+755 0.55+53*067 0.1+* 0.0001
0.0001125 0.6566666667 0.006 0.000*
0.0075 0.55+5333333 0.17* #0.0001
0.000*5 0.6566666667 0.019 #0.000+
0.0075 0.55+5333333 0.17* #0.0003
0.0001125 0.6566666667 0.006 0.000+
0.00+*375 0.55+5333333 0.1++ #0.0001
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 33/78
0.000*5 0.6566666667 0.016 #0.0002
0.00+*375 0.55+5333333 0.1++ #0.0002
0.0001125 0.6566666667 0.006 0.000*
0.009375 0.55+5333333 0.202 #0.0005
0.000*5 0.6566666667 0.019 0.0001
0.0009 0.657 0.032 0.0002
0.009375 0.55+5333333 0.202 #0.000*0.0001125 0.6566666667 0.006 0.0007
0.00375 0.6566666667 0.11* 0.0002
0.0001125 0.6566666667 0.006 0.0006
0.00375 0.6566666667 0.11* 0.0001
0.0001125 0.6566666667 0.006 0.0001
0.00375 0.6566666667 0.11* 0.000+
0.0001125 0.6566666667 0.006 0.0002
0.00375 0.6566666667 0.11* 0.0001
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 34/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 35/78
k6 = k3 ; k5
k7 = k* - = lebar punak saluran (m)
k+ = tabel * k1*
k11 = k9 # k10
g = graitasi (9+16 mdtk 2)
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 36/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 37/78
Perhitungan ?le@a(i
Tabel *. Perhitungan ?le@a(i
<leasi muka air &ilir = " 60.00 m
<leasi tana& e;istingdiukur dekat outlet = " 60.20 m
/o -aluran Titik Tipe -aluran
1 2 3 * 5 6
0 60.00 di muka air kolam
1 15.#19 0 sekunder gorong2 60.00
2 *9.#50 0 tersier gorong2 175.003 *5.#*9 0 tersier terbuka 60.00
* *6.#50 0 sekunder terbuka 60.00
5 *5.#*6 0 tersier terbuka 175.00
6 *2.#*6 0 sekunder gorong2 15.00
7 *1.#*2 0 tersier terbuka 175.00
+ 3+.#*2 0 sekunder terbuka 60.00
9 37.#3+ 0 tersier terbuka 175.00
10 33.#3* 0 tersier terbuka 175.00
?l@ Muka ir
di Autlet
(aluran&m'
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 38/78
11 30.#3* 0 sekunder gorong2 60.00
12 29.#30 0 tersier terbuka 175.00
13 26.#30 0 sekunder terbuka 15.00
1* 25.#26 0 tersier terbuka 90.00
15 21.#25 0 tersier gorong2 60.00
16 22.#26 0 sekunder terbuka 60.00
17 21.#22 0 tersier terbuka 175.001+ 1+.#22 0 sekunder terbuka 15.00
19 17.#1+ 0 tersier terbuka 90.00
20 1*.#1+ 0 sekunder gorong2 60.00
21 13.#1* 0 tersier terbuka 175.00
22 10.#1* 0 sekunder terbuka 15.00
23 9.#10 0 tersier terbuka 175.00
2* 5.#9 0 tersier gorong2 60.00
25 6.#10 0 sekunder terbuka 60.00
26 5.#6 0 tersier terbuka 175.00
27 2.#6 0 sekunder terbuka 15.002+ 1.#2 0 tersier terbuka 175.00
29 16.#15 0 tersier terbuka 165.00
30 11.#15 0 sekunder terbuka 15.00
31 12.#11 0 tersier terbuka 165.00
32 +.#12 0 tersier terbuka 165.00
33 7.#11 0 sekunder gorong2 60.00
3* +.#7 0 tersier terbuka 165.00
35 *.#3 0 tersier terbuka 165.00
36 +1.#+2 0 tersier terbuka 175.00
37 77.#+1 0 sekunder gorong2 60.00
3+ 7+.#+2 0 sekunder terbuka 60.00
39 77.#7+ 0 tersier terbuka 175.00
*0 7*.#7+ 0 sekunder terbuka 15.00
*1 73.#7* 0 tersier terbuka 175.00
*2 70.#7* 0 sekunder gorong2 60.00
*3 69.#70 0 tersier terbuka 175.00
** 66.#70 0 sekunder terbuka 15.00
*5 65.#66 0 sekunder terbuka 175.00
*6 61.#65 0 tersier terbuka 60.00
*7 62.#66 0 sekunder gorong2 60.00
*+ 61.#62 0 tersier terbuka 175.00
*9 5+.#62 0 sekunder terbuka 15.00
50 57.#5+ 0 tersier terbuka 175.00
51 5*.#5+ 0 sekunder gorong2 60.00
52 53.#5* 0 tersier terbuka 175.00
53 50.#5* 0 sekunder terbuka 15.00
?le@a(i Tertinggi
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 39/78
Catatan : <leasi muka air kolam&ilir = " 60.00 m
<ld dasar &ilir dimulai dari otlet.
- diambil dari tinggi ter4unan (4ika ada bangunan ter4un)
k13 = k6 ! k10 k9 = k7 " k+
k1* = k11 " k12 " k13 k16 = k+ " k15
k15 = k7 " k1*
Tabel % Bangunan Ter+un
aluran L - n- L-
>g 5 120 0.01 1.2 0.5 2.* 35.3
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 40/78
hn h(al
- T
(al 6 -
&m' &m' &m' &m'
7 + 9 10 11 12 13
0.10 0.*0 0.50 0.20% 60.00 0 0.12
0.53 0.20 0.73 0.05% 60.12 0 0.090.32 0.10 0.*2 0.05% 60.21 0 0.03
0.10 0.20 0.30 0.20% 60.21 0 0.12
0.53 0.10 0.63 0.05% 60.33 0 0.09
0.0* 0.20 0.2* 0.20% 60.33 0 0.03
0.53 0.10 0.63 0.05% 60.36 0 0.09
0.10 0.10 0.20 0.20% 60.*5 0 0.12
0.66 0.20 0.+6 0.05% 60.36 0 0.09
0.66 0.10 0.76 0.05% 60.*5 0 0.09
4tinggi +agaan ?l@ Muka ir
ilir &m'
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 41/78
0.10 0.20 0.30 0.20% 60.*5 0 0.12
0.66 0.10 0.76 0.05% 60.57 0 0.09
0.0* 0.20 0.2* 0.20% 60.57 0 0.03
0.6* 0.10 0.7* 0.05% 60.60 0 0.05
0.19 0.20 0.39 0.05% 60.60 0 0.03
0.0+ 0.10 0.1+ 0.20% 60.63 0 0.12
0.66 0.10 0.76 0.05% 60.75 0 0.090.0* 0.20 0.2* 0.20% 60.63 0 0.03
0.79 0.10 0.+9 0.05% 60.66 0 0.05
0.07 0.20 0.27 0.20% 60.66 0 0.12
0.66 0.10 0.76 0.05% 60.7+ 0 0.09
0.0* 0.20 0.2* 0.20% 60.7+ 0 0.03
0.66 0.10 0.76 0.05% 60.+1 0 0.09
0.2* 0.20 0.** 0.05% 60.+1 0 0.03
0.10 0.10 0.20 0.20% 60.+* 0 0.12
0.66 0.10 0.76 0.05% 60.96 0 0.09
0.0* 0.20 0.2* 0.20% 60.+* 0 0.030.55 0.10 0.65 0.05% 60.+7 0 0.09
0.6* 0.10 0.7* 0.05% 60.12 0 0.0+
0.05 0.10 0.15 0.20% 60.20 0 0.03
0.3+ 0.20 0.5+ 0.05% 60.12 0 0.0+
0.1+ 0.10 0.2+ 0.05% 60.20 0 0.0+
0.0+ 0.20 0.2+ 0.20% 60.20 0 0.12
0.63 0.10 0.73 0.05% 60.32 0 0.0+
0.3+ 0.20 0.5+ 0.05% 60.32 0 0.0+
0.66 0.10 0.76 0.05% 60.*1 0 0.09
0.15 0.20 0.35 0.20% 60.*1 0 0.12
0.10 0.10 0.20 0.20% 60.53 0 0.12
0.56 0.10 0.66 0.20% 60.65 0 0.35
0.03 0.20 0.23 0.20% 60.53 0 0.03
0.65 0.10 0.75 0.05% 60.56 0 0.09
0.10 0.20 0.30 0.20% 60.56 0 0.12
0.65 0.10 0.75 0.05% 60.6+ 0 0.09
0.05 0.10 0.15 0.20% 60.76 0 0.03
0.** 0.20 0.6* 0.20% 60.6+ 0 0.35
0.2* 0.10 0.3* 0.05% 61.03 0 0.03
0.10 0.20 0.30 0.20% 61.03 0 0.12
0.+6 0.10 0.96 0.05% 61.15 0 0.09
0.0* 0.20 0.2* 0.20% 61.15 0 0.03
0.+6 0.10 0.96 0.05% 61.1+ 0 0.09
0.10 0.20 0.30 0.20% 61.1+ 0 0.12
0.53 0.10 0.63 0.05% 61.30 0 0.09
0.0* 0.20 0.2* 0.20% 61.30 0 0.03
*1.%0
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 42/78
Keterangan
5 m " 1 ; 0* m
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 43/78
Keterangan
1* 15 16 17
60.12 59.90 60.02
60.21 59.59 59.6+60.2* 59.+9 59.92
60.33 60.11 60.23
60.*2 59.+0 59.++
60.36 60.29 60.32
60.*5 59.+2 59.91
60.57 60.35 60.*7
60.*5 59.70 59.79
60.53 59.79 59.++
?l@ Muka irulu &m'
?l@ da(ar (alhilir &m'
?l@ da(ar (alhulu &m'
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 44/78
60.57 60.35 60.*7
60.65 59.91 60.00
60.60 60.53 60.56
60.6* 59.96 60.00
60.63 60.*1 60.**
60.75 60.5* 60.66
60.+3 60.09 60.1+60.66 60.5+ 60.61
60.70 59.+6 59.91
60.7+ 60.59 60.71
60.+6 60.12 60.21
60.+1 60.7* 60.77
60.+9 60.15 60.2*
60.+* 60.57 60.60
60.96 60.7* 60.+6
61.0* 60.30 60.39
60.+7 60.+0 60.+360.95 60.32 60.*0
60.20 59.*+ 59.57
60.23 60.15 60.1+
60.20 59.7* 59.+2
60.29 60.02 60.11
60.32 60.12 60.2*
60.*1 59.69 59.77
60.*1 59.9* 60.02
60.*9 59.75 59.+*
60.53 60.25 60.37
60.65 60.*3 60.55
61.00 60.0+ 60.*3
60.56 60.*9 60.52
60.6* 59.90 59.99
60.6+ 60.*6 60.5+
60.76 60.02 60.11
60.79 60.72 60.75
61.03 60.2* 60.59
61.06 60.79 60.+2
61.15 60.93 61.05
61.23 60.29 60.37
61.1+ 61.11 61.1*
61.26 60.32 60.*0
61.30 61.0+ 61.20
61.3+ 60.76 60.+5
61.33 61.26 61.29
*1.%8 *1."* *1."
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 45/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 46/78
ekap imen(i -aluran raina(e
<leasi muka air &ilir = " 60.00 m
<leasi tana& e;istingdiukur dekat outlet = " 60.20 m
Tabel 7. ekap imen(i -aluran
/o -aluran Titik Tipe -aluran (aluran &m'b(al
&m'
1 % # $ *
1 15.#19 0 sekunder gorong2 60.00 0.*0
2 *9.#50 0 tersier gorong2 175.00 0.60
3 *5.#*9 0 tersier terbuka 60.00 0.60
* *6.#50 0 sekunder terbuka 60.00 0.*0
5 *5.#*6 0 tersier terbuka 175.00 0.60
6 *2.#*6 0 sekunder gorong2 15.00 0.60
7 *1.#*2 0 tersier terbuka 175.00 0.60
+ 3+.#*2 0 sekunder terbuka 60.00 0.*0
9 37.#3+ 0 tersier terbuka 175.00 0.50
10 33.#3* 0 tersier terbuka 175.00 0.50
11 30.#3* 0 sekunder gorong2 60.00 0.*0
12 29.#30 0 tersier terbuka 175.00 0.50
13 26.#30 0 sekunder terbuka 15.00 0.50
1* 25.#26 0 tersier terbuka 90.00 0.50
15 21.#25 0 tersier gorong2 60.00 0.50
16 22.#26 0 sekunder terbuka 60.00 0.5017 21.#22 0 tersier terbuka 175.00 0.50
1+ 1+.#22 0 sekunder terbuka 15.00 0.*5
19 17.#1+ 0 tersier terbuka 90.00 0.50
20 1*.#1+ 0 sekunder gorong2 60.00 0.60
21 13.#1* 0 tersier terbuka 175.00 0.50
22 10.#1* 0 sekunder terbuka 15.00 0.60
23 9.#10 0 tersier terbuka 175.00 0.50
2* 5.#9 0 tersier gorong2 60.00 0.*0
25 6.#10 0 sekunder terbuka 60.00 0.*0
26 5.#6 0 tersier terbuka 175.00 0.5027 2.#6 0 sekunder terbuka 15.00 0.*0
2+ 1.#2 0 tersier terbuka 175.00 0.5+
29 16.#15 0 tersier terbuka 165.00 0.50
30 11.#15 0 sekunder terbuka 15.00 0.*0
31 12.#11 0 tersier terbuka 165.00 0.+0
32 +.#12 0 tersier terbuka 165.00 0.*0
33 7.#11 0 sekunder gorong2 60.00 0.50
3* +.#7 0 tersier terbuka 165.00 0.50
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 47/78
35 *.#3 0 tersier terbuka 165.00 0.+0
36 +1.#+2 0 tersier terbuka 175.00 0.50
37 77.#+1 0 sekunder gorong2 60.00 0.*0
3+ 7+.#+2 0 sekunder terbuka 60.00 0.*0
39 77.#7+ 0 tersier terbuka 175.00 0.*0
*0 7*.#7+ 0 sekunder terbuka 15.00 0.60
*1 73.#7* 0 tersier terbuka 175.00 0.50*2 70.#7* 0 sekunder gorong2 60.00 0.*0
*3 69.#70 0 tersier terbuka 175.00 0.50
** 66.#70 0 sekunder terbuka 15.00 0.*0
*5 65.#66 0 sekunder terbuka 175.00 0.50
*6 61.#65 0 tersier terbuka 60.00 0.*0
*7 62.#66 0 sekunder gorong2 60.00 0.*0
*+ 61.#62 0 tersier terbuka 175.00 0.*0
*9 5+.#62 0 sekunder terbuka 15.00 0.50
50 57.#5+ 0 tersier terbuka 175.00 0.*0
51 5*.#5+ 0 sekunder gorong2 60.00 0.*052 53.#5* 0 tersier terbuka 175.00 0.60
53 50.#5* 0 sekunder terbuka 15.00 0.60
?le@a(i Tertinggi
?le@a(i tanah renana Daitu ele@a(i tanah renana hulu Dang paling tinggi ! 5
Jadi tanah haru( ditimbun (ebe(ar ! *1.$% *0."0
Catatan : ##
##
##
##
##
##
/ &idrolika ## k ! tabel # k1#
<leasi dasar sal &ilir ## k11 ! tabel * k1$
<leasi dasar sal &ulu ## k1" ! tabel * k1*
<leasi tana& renana &ilir ### k1% ! k11 5 k8
<leasi tana& renana &ulu ### k1# ! k1" 5 k8
& sal ### k8 ! tabel * k
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 48/78
hn h (al ;-
?le@a(i a(ar -aluran
&m' &m' &m%4dtk' ilir ulu
7 8 10 11 1"
0.10 0.50 0.019 0.20% 59.90 60.02
0.53 0.73 0.15+ 0.05% 59.59 59.6+
0.32 0.*2 0.0+3 0.05% 59.+9 59.92
0.10 0.30 0.019 0.20% 60.11 60.23
0.53 0.63 0.15+ 0.05% 59.+0 59.++
0.0* 0.2* 0.007 0.20% 60.29 60.32
0.53 0.63 0.15+ 0.05% 59.+2 59.91
0.10 0.20 0.019 0.20% 60.35 60.*7
0.66 0.+6 0.156 0.05% 59.70 59.79
0.66 0.76 0.157 0.05% 59.79 59.++
0.10 0.30 0.019 0.20% 60.35 60.*7
0.66 0.76 0.157 0.05% 59.91 60.00
0.0* 0.2* 0.005 0.20% 60.53 60.56
0.6* 0.7* 0.152 0.05% 59.96 60.00
0.19 0.39 0.032 0.05% 60.*1 60.**
0.0+ 0.1+ 0.019 0.20% 60.5* 60.660.66 0.76 0.156 0.05% 60.09 60.1+
0.0* 0.2* 0.006 0.20% 60.5+ 60.61
0.79 0.+9 0.195 0.05% 59.+6 59.91
0.07 0.27 0.01+ 0.20% 60.59 60.71
0.66 0.76 0.156 0.05% 60.12 60.21
0.0* 0.2* 0.006 0.20% 60.7* 60.77
0.66 0.76 0.156 0.05% 60.15 60.2*
0.2* 0.** 0.032 0.05% 60.57 60.60
0.10 0.20 0.019 0.20% 60.7* 60.+6
0.66 0.76 0.156 0.05% 60.30 60.390.0* 0.2* 0.005 0.20% 60.+0 60.+3
0.55 0.65 0.15+ 0.05% 60.32 60.*0
0.6* 0.7* 0.151 0.05% 59.*+ 59.57
0.05 0.15 0.006 0.20% 60.15 60.1+
0.3+ 0.5+ 0.153 0.05% 59.7* 59.+2
0.1+ 0.2+ 0.022 0.05% 60.02 60.11
0.0+ 0.2+ 0.01+ 0.20% 60.12 60.2*
0.63 0.73 0.150 0.05% 59.69 59.77
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 49/78
0.3+ 0.5+ 0.153 0.05% 59.9* 60.02
0.66 0.76 0.157 0.05% 59.75 59.+*
0.15 0.35 0.036 0.20% 60.25 60.37
0.10 0.20 0.019 0.20% 60.*3 60.55
0.56 0.66 0.1++ 0.20% 60.0+ 60.*3
0.03 0.23 0.006 0.20% 60.*9 60.52
0.65 0.75 0.156 0.05% 59.90 59.990.10 0.30 0.019 0.20% 60.*6 60.5+
0.65 0.75 0.156 0.05% 60.02 60.11
0.05 0.15 0.006 0.20% 60.72 60.75
0.** 0.6* 0.190 0.20% 60.2* 60.59
0.2* 0.3* 0.032 0.05% 60.79 60.+2
0.10 0.30 0.019 0.20% 60.93 61.05
0.+6 0.96 0.152 0.05% 60.29 60.37
0.0* 0.2* 0.006 0.20% 61.11 61.1*
0.+6 0.96 0.152 0.05% 60.32 60.*0
0.10 0.30 0.019 0.20% 61.0+ 61.200.53 0.63 0.15+ 0.05% 60.76 60.+5
0.0* 0.2* 0.006 0.20% 61.26 61.29
*1."* *1."
*1.$% m
! 1.%% m
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 50/78
?le@a(i Tanah enana -al ) ith
ilir ulu & b 2 h 2 l '
1% 1# 1$
60.*0 60.52 $ 100;120;120
60.32 60.*1 $ 100;120;120
60.31 60.3* $ 50;50;120
60.*1 60.53 $ +0;+0;120
60.*3 60.52 $ 50;50;120
60.53 60.56 $ +0;+0;120
60.*6 60.55 $ 50;50;120
60.55 60.67 $ *0;*0;120
60.56 60.65 $ +0;+0;120
60.55 60.63 $ 50;50;120
60.65 60.77 $ +0;+0;120
60.67 60.75 $ 50;50;120
60.77 60.+0 $ +0;+0;120
60.70 60.7* $ 50;50;120
60.+0 60.+3 $ +0;+0;120
60.73 60.+5 $ 50;50;12060.+5 60.93 $ *0;*0;120
60.+3 60.+6 $ 60;60;120
60.76 60.+0 $ 50;50;120
60.+6 60.9+ $ 60;60;120
60.++ 60.96 $ 50;50;120
60.9+ 61.01 $ 60;60;120
60.91 60.99 $ 50;50;120
61.01 61.0* $ 50;50;120
60.9* 61.06 $ 50;50;120
61.06 61.1* $ *0;*0;12061.0* 61.07 $ 50;50;120
60.97 61.05 $ 50;50;120
60.22 60.30 $ 50;50;120
60.30 60.33 $ *0;*0;120
60.32 60.*0 $ +0;+0;120
60.30 60.39 $ 50;50;120
60.*0 60.52 $ +0;+0;120
60.*2 60.51 $ 50;50;120
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 51/78
60.52 60.61 $ +0;+0;120
60.51 60.59 $ 50;50;120
60.61 60.73 $ 60;60;120
60.63 60.75 $ 50;50;120
60.75 61.10 $ *0;*0;120
60.73 60.76 $ 60;60;120
60.66 60.7* $ 50;50;12060.76 60.++ $ 50;50;120
60.7+ 60.+6 $ 50;50;120
60.+6 60.+9 $ *0;*0;120
60.++ 61.23 $ 50;50;120
61.13 61.16 $ *0;*0;120
61.23 61.35 $ 50;50;120
61.25 61.33 $ *0;*0;120
61.35 61.3+ $ 50;50;120
61.2+ 61.36 $ *0;*0;120
61.3+ 61.50 $ 50;50;12061.*0 61.*+ $ *0;*0;120
61.50 61.53 $ 50;50;120
*1.$0 *1.$%
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 52/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 53/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 54/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 55/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 56/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 57/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 58/78
?o aluran -itik -ipe aluran Lsal b
(m) (m)
1 15.#19 0 sekunder gorong2 60.00 0.5+
2 *9.#50 0 tersier gorong2 175.00
3 *5.#*9 0 tersier terbuka 60.00
* *6.#50 0 sekunder terbuka 60.00
5 *5.#*6 0 tersier terbuka 175.00
6 *2.#*6 0 sekunder gorong2 15.00
7 *1.#*2 0 tersier terbuka 175.00
+ 3+.#*2 0 sekunder terbuka 60.00
9 37.#3+ 0 tersier terbuka 175.00
10 33.#3* 0 tersier terbuka 175.0011 30.#3* 0 sekunder gorong2 60.00
12 29.#30 0 tersier terbuka 175.00
13 26.#30 0 sekunder terbuka 15.00
1* 25.#26 0 tersier terbuka 90.00
15 21.#25 0 tersier gorong2 60.00
16 22.#26 0 sekunder terbuka 60.00
17 21.#22 0 tersier terbuka 175.00
1+ 1+.#22 0 sekunder terbuka 15.00
19 17.#1+ 0 tersier terbuka 90.00
20 1*.#1+ 0 sekunder gorong2 60.00
21 13.#1* 0 tersier terbuka 175.00
22 10.#1* 0 sekunder terbuka 15.00
23 9.#10 0 tersier terbuka 175.00
2* 5.#9 0 tersier gorong2 60.00
25 6.#10 0 sekunder terbuka 60.00
26 5.#6 0 tersier terbuka 175.00
27 2.#6 0 sekunder terbuka 15.00
2+ 1.#2 0 tersier terbuka 175.00
29 16.#15 0 tersier terbuka 165.00
30 11.#15 0 sekunder terbuka 15.00
31 12.#11 0 tersier terbuka 165.00
32 +.#12 0 tersier terbuka 165.00
33 7.#11 0 sekunder gorong2 60.00
3* +.#7 0 tersier terbuka 165.00
35 *.#3 0 tersier terbuka 165.00
36 +1.#+2 0 tersier terbuka 175.00
37 77.#+1 0 sekunder gorong2 60.00
3+ 7+.#+2 0 sekunder terbuka 60.00
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 59/78
39 77.#7+ 0 tersier terbuka 175.00
*0 7*.#7+ 0 sekunder terbuka 15.00
*1 73.#7* 0 tersier terbuka 175.00
*2 70.#7* 0 sekunder gorong2 60.00
*3 69.#70 0 tersier terbuka 175.00
** 66.#70 0 sekunder terbuka 15.00
*5 65.#66 0 sekunder terbuka 175.00*6 61.#65 0 tersier terbuka 60.00
*7 62.#66 0 sekunder gorong2 60.00
*+ 61.#62 0 tersier terbuka 175.00
*9 5+.#62 0 sekunder terbuka 15.00
50 57.#5+ 0 tersier terbuka 175.00
51 5*.#5+ 0 sekunder gorong2 60.00
52 53.#5* 0 tersier terbuka 175.00
Tabel * Eoronggorong
?o aluran -itik / (m3dt) L (m) b (m)
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 60/78
Tabel $. ekapitula(i imen(i -aluran
&n & & sal sal
/ ?le@a(i a
(m) (m) (m) (m3dtk) ilir
0.55 0.17 0.05% 0.1579692+93 60.+7
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 61/78
(m)
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 62/78
ar -aluran ?le@a(i Tanah enana
ulu ilir ulu
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 63/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 64/78
n beton = 0.015
*50 (t ; dalam menit)
Tabel 2. Perhit
NoSaluran
Titik L sal bsal
m m
1 2 3 4 5
1 5.-6 0 tersier 175.000 0.40
2 6.-10 0 sekunder 60.000 0.40
3 5.-9 0 tersier 60.000 0.40
4 9.-10 0 tersier 175.000 0.40
5 10.-14 0 sekunder 15.000 0.40
6 13.-14 0 tersier 175.000 0.40
7 14.-1 0 sekunder 60.000 0.40
17.-1 0 tersier 90.000 0.40
9 1.-22 0 sekunder 15.000 0.50
10 21.-22 0 tersier 175.000 0.40
11 22.-26 0 sekunder 60.000 0.50
12 21.-25 0 tersier 60.000 0.40
13 25.-26 0 tersier 90.000 0.40
14 26.-30 0 sekunder 15.000 0.50
15 29.-30 0 tersier 175.000 0.40
16 30.-34 0 sekunder 60.000 0.60
17 33.-34 0 tersier 175.000 0.40
1 !rr"509 !rr"509 !rr"509 !rr"509 0.60
19 37.-3 0 tersier 175.000 0.40
20 3.-42 0 sekunder 60.000 0.60
21 !rr"509 !rr"509 !rr"509 !rr"509 0.40
22 41.-42 0 tersier 175.000 0.40
23 42.-46 0 sekunder 15.000 0.60
24 45.-46 0 tersier 175.000 0.40
25 46.-50 0 sekunder 60.000 0.60
26 45.-49 0 tersier 60.000 0.4027 49.-50 0 tersier 175.000 1.00
2 50.-54 0 sekunder 15.000 0.40
29 53.-54 0 tersier 175.000 0.40
30 54.-5 0 sekunder 60.000 0.40
31 57.-5 0 tersier 175.000 0.40
32 5.-62 0 sekunder 15.000 0.40
33 61.-62 0 tersier 175.000 0.40
&erman @2 =
t05
!ategoriSaluran
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 65/78
34 62.-66 0 sekunder 60.000 0.40
35 61.-65 0 tersier 60.000 0.40
36 65.-66 0 sekunder 175.000 0.50
37 66.-70 0 sekunder 15.000 0.40
3 69.-70 0 tersier 175.000 0.40
39 70.-74 0 sekunder 60.000 0.50
40 73.-74 0 tersier 175.000 0.4041 74.-7 0 sekunder 15.000 0.60
42 77.-7 0 tersier 175.000 0.40
43 7.-2 0 sekunder 60.000 0.40
44 77.-1 0 sekunder 60.000 0.60
45 1.-2 0 tersier 175.000 0.40
46 4.-3 0 tersier 165.000 0.60
47 .-7 0 tersier 165.000 0.40
4 7.-11 0 sekunder 60.000 0.60
49 .-12 0 tersier 165.000 0.40
50 12.-11 0 tersier 165.000 0.6051 16.-15 0 tersier 165.000 0.40
52 15.-19 0 sekunder 60.000 0.40
53 16.-20 0 tersier 60.000 1.00
#atatan " -- Lebar saluran diren$anakan
-- % saluran ditentukan den&an $ara trial' se%in&&an
-- * diren$ana
--
+un,ukkan $ara di%itun& beruntun dari %ulu' untuk sa
-- t/ = Lsal = kolom 5kolom 11
-- t$ = tot/
-- blok = luas termasuk dari blok %ulu an& melalui s
-- = %lk-%l&.
to diambil dari kalin& ter"auh dari titik kontrol' dies
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 66/78
Tabel 3 #angunan Ter"un
*aluran L *
8& 5 120 0.01 1.2
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 67/78
ngan Dimensi Saluran Tersier, Sekunder dan Primerhsal
S$ to t% t&
m m'dt menit menit menit
( 1) 11 12 13 14 15
0.3065923 0.15 0.666 0.101 1.925 4.377 6.301
0.1922237 1.00 1.417 0.109 6.301 0.706 7.007
0.2 0.05 0.321 0.026 1.925 3.114 5.03
0.35 0.15 0.653 0.091 5.03 4.465 9.503
0.29426442 1.00 1.614 0.190 9.503 0.155 9.65
0.31 0.15 0.636 0.00 1.925 4.55 6.509
0.3352641 1.00 1.724 0.264 9.65 0.50 10.23
0.31491762 0.15 0.636 0.00 1.925 2.35 4.22
0.35590421 1.00 1.56 0.330 10.23 0.135 10.373
0.31491762 0.15 0.636 0.00 1.925 4.54 6.509
0.4135276 1.00 1.930 0.399 10.373 0.51 10.91
0.20017307 0.05 0.321 0.026 1.925 3.113 5.037
0.34960507 0.15 0.653 0.091 5.037 2.297 7.334
0.403503 1.00 2.001 0.41 10.91 0.125 11.016
0.31491762 0.15 0.636 0.00 2.49 4.54 7.074
0.4320134 1.00 2.103 0.546 11.016 0.475 11.491
0.31491762 0.15 0.636 0.00 1.925 4.54 6.509
0.4701726 1.00 2.150 0.607 11.491 !rr"509 !rr"509
0.31491762 0.15 0.636 0.00 2.49 4.54 7.074
0.507492 1.00 2.192 0.667 !rr"509 0.456 !rr"509
0.20017307 0.05 0.321 0.026 2.49 !rr"509 !rr"509
0.34960507 0.15 0.653 0.091 !rr"509 4.466 !rr"509
0.554146 1.00 2.239 0.744 !rr"509 0.112 !rr"509
0.31491762 0.15 0.636 0.00 1.925 4.54 6.509
0.51427 1.00 2.270 0.02 !rr"509 0.440 !rr"509
0.31491762 0.15 0.636 0.00 2.49 1.572 4.0610.73963956 0.15 1.153 0.53 !rr"509 2.530 !rr"509
0.0563669 1.00 0.31 0.019 2.49 0.301 2.790
0.1195565 0.15 0.45 0.022 1.925 6.362 .26
0.079720 1.00 1.034 0.036 .26 0.967 9.253
0.1195565 0.15 0.45 0.022 1.925 6.362 .26
0.1397629 1.00 1.25 0.070 9.253 0.199 9.452
0.165393 0.15 0.543 0.041 1.925 5.36 7.293
*hlkm3'dt
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 68/78
0.19239467 1.00 1.41 0.109 9.452 0.705 10.157
0.22600656 0.15 0.579 0.052 2.49 1.72 4.217
0.21300936 1.00 1.577 0.16 10.157 1.50 12.007
0.1224744 0.05 0.311 0.023 2.49 0.03 3.293
0.2499732 0.15 0.620 0.071 3.293 4.70 .001
0.25754956 1.00 1.63 0.217 12.007 0.594 12.601
0.2353529 0.15 0.619 0.070 1.925 4.715 6.6390.2603974 1.00 1.792 0.20 12.601 0.139 12.741
0.20457469 0.05 0.324 0.026 1.925 9.014 10.93
0.34066061 0.15 0.649 0.0 10.93 1.541 12.479
0.3172431 1.00 1.917 0.365 12.741 0.522 13.262
0.31491762 0.15 0.636 0.00 2.49 4.54 7.074
0.3622135 1.00 1.99 0.434 13.262 1.376 14.63
0.350790 0.15 0.657 0.094 1.925 4.16 6.111
0.41221157 1.00 2.075 0.513 14.63 0.42 15.120
0.350790 0.15 0.657 0.094 2.49 4.16 6.676
0.4612972 1.00 2.139 0.592 15.120 1.25 16.4060.20017307 0.05 0.321 0.026 1.925 .560 10.45
0.372633 0.15 0.669 0.104 10.45 1.495 11.979
0.7129564 0.50 2.04 1.46 !rr"509 0.40 !rr"509
%idrolika %idrolo&i
luran %ilir' t$ %ilir = t$ %ilir(=to)t$ %ulu.
luran bs.
timasi 1 sa,a bila luas kalin& sama
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 69/78
+
0.5
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 70/78
+ gab-gab Δ*
mm'"am km2
1 1( 1 1/ 2) 1 2
179.263 0.006563 0.559 0.13 -0.011 -0.011 156.14752
169.99 0.000450 0.657 0.014 0.0950 0.0950
200.41 0.000900 0.657 0.033 -0.0072 -0.0072
145.97 0.006563 0.559 0.149 -0.0572 -0.0572
144.03 0.000113 0.657 0.003 0.170 0.170
176.379 0.006563 0.559 0.10 -0.0995 -0.0995
140.640 0.000450 0.657 0.012 0.2529 0.2529
217.460 0.006563 0.559 0.221 -0.1413 -0.1413
139.723 0.000113 0.657 0.003 0.3273 0.3273
176.35 0.006563 0.559 0.10 -0.0994 -0.0994
136.360 0.000450 0.657 0.011 0.379 0.379
200.499 0.000900 0.657 0.033 -0.0072 -0.0072
166.166 0.005363 0.537 0.133 -0.0415 -0.0415
135.54 0.000113 0.657 0.003 0.474 0.474
169.195 0.006563 0.559 0.172 -0.0921 -0.0921
132.749 0.000450 0.657 0.011 0.5352 0.5352
176.35 0.006563 0.559 0.10 -0.0994 -0.0994
!rr"509 !rr"509 !rr"509 !rr"509 !rr"509 !rr"509
169.195 0.006563 0.559 0.172 -0.0921 -0.0921
!rr"509 0.000450 0.657 !rr"509 !rr"509 !rr"509
!rr"509 !rr"509 !rr"509 !rr"509 !rr"509 !rr"509
!rr"509 0.006563 0.559 !rr"509 !rr"509 !rr"509
!rr"509 0.000113 0.657 !rr"509 !rr"509 !rr"509
176.35 0.006563 0.559 0.10 -0.0994 -0.0994
!rr"509 0.000450 0.657 !rr"509 !rr"509 !rr"509
223.29 0.002213 0.657 0.090 -0.0100 -0.0100!rr"509 0.006563 0.559 !rr"509 !rr"509 !rr"509
269.37 0.000113 0.657 0.006 0.0132 0.0132
156.32 0.006563 0.559 0.159 -0.1372 -0.1372
147.935 0.000450 0.657 0.012 0.0242 0.0242
156.32 0.006563 0.559 0.159 -0.1372 -0.1372
146.372 0.000113 0.657 0.003 0.0669 0.0669
166.636 0.006563 0.559 0.170 -0.1291 -0.1291
*hlgm3'dt
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 71/78
141.19 0.000450 0.657 0.012 0.0975 0.0975
219.122 0.000900 0.657 0.036 0.0163 0.0163
129.66 0.006563 0.559 0.132 0.0357 0.0357
247.93 0.000113 0.657 0.005 0.0176 0.0176
159.09 0.006563 0.559 0.162 -0.0914 -0.0914
126.76 0.000450 0.657 0.010 0.2063 0.2063
174.643 0.006563 0.559 0.17 -0.1077 -0.1077126.072 0.000113 0.657 0.003 0.2774 0.2774
136.062 0.006563 0.559 0.139 -0.1121 -0.1121
127.36 0.000450 0.657 0.010 0.070 0.070
123.567 0.000900 0.657 0.020 0.3446 0.3446
169.195 0.006563 0.559 0.172 -0.0921 -0.0921
117.616 0.0061 0.559 0.113 0.3215 0.3215
12.037 0.0061 0.559 0.175 -0.007 -0.007
115.726 0.000450 0.657 0.009 0.5037 0.5037
174.165 0.000900 0.657 0.029 0.0655 0.0655
111.100 0.0061 0.559 0.107 0.455 0.45513.974 0.0061 0.559 0.133 -0.1077 -0.1077
130.015 0.000450 0.657 0.011 0.0930 0.0930
!rr"509 0.000900 0.657 !rr"509 !rr"509 !rr"509
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 72/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 73/78
%
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 74/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 75/78
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 76/78
Tabel 4 Perh
*aluran +itik
1 2 3 4 5 6
#atatan " !ld dasar %ilir' dimulai dari otlet.
+ diambil dari +abel 3
!l dasar %ulu = !l dasar %ilir *L +!l muka tana% %ulu = !l dasar %ulu sal.
Tab
:o *aluran +itik (m3dt)
Tabel oronggorong
:o *aluran +itik (m3dt)
!l s di<utlet
L saluran(m)
*ren$ana!l asar
ilir
L
(m)
b
(m)
L
(m)
b
(m)
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 77/78
itungan 0leasi
+ saluran
7 9 10 9 11
l 5. ekaitulasi Dimensi Saluran
leasi Dasar Salura leasi Tan
6ilir 6ulu 6ilir
!l asarulu
!l +ana%ulu
!l +ana%!ksistin&
eteran&an
%sal (m)
(m)*ren
+i>e
*aluran
(m)
7/17/2019 Tubes Drainase Marta Silvi
http://slidepdf.com/reader/full/tubes-drainase-marta-silvi 78/78
h en&an
6ulu