Perhitungan Drainase (Final1)

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    Analisa Distribusi Normal (Gauss)

    Curah Hujan Rencana dengan Periode Ulang Tertentu

    T S

    2 344.4 . !"." 344.4

    # 344.4 .!4 !"." 4$"."%$ 344.4 $.2! !"." 4#4.#"

    2 344.4 $."4 !"." 4!#.#4

    Nilai Variabel Reduksi Gauss

    dari tabel Reduksi Gauss, diperoleh KTuntuk masing-masing periode ulang

    KT

    &T

    (mm)

    XTT SKXX +=

    X

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    Analisa Distribusi Lo' Normal

    Curah Hujan Rencana dengan Periode Ulang Tertentu

    T

    2 2.#2 . .$3# 2.#$%

    # 2.#2 .!4 .$3# 2."32

    $ 2.#2 $.2! .$3# 2."%2

    2 2.#2 $."4 .$3# 2.4

    Nilai K untuk distribusi Normal

    dari tabel distribusi Normal , diperoleh K untuk masing-masing periodeulang

    KT

    SLo'&

    TLogX

    T 10X =

    LogXT SKLogXLogX +=

    XLog T LogXLogX =

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    Analisa Distribusi Lo' Normal

    33.44

    42!.!%

    4%$.""

    #4%.!

    &T

    (mm)LogXSK+

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    Analisa Distribusi Lo' Parson T*+ III

    Curah Hujan Rencana dengan Periode Ulang Tertentu

    T K S

    2 2!2 02"# 01$ 2!!#

    ! 2!2 0%0$ 01$ 2#2"

    10 2!2 0&!# 01$ 2#'%

    20 2!2 1021 01$ 2#!"

    Nilai K untuk distribusi Log Pearson III

    dari tabel K dengan Koe(isien G ) -1"!'2' untuk distribusi Log *earson +++,dengan ara interpolasidiperoleh K

    Tuntuk masing-masing periode ulang

    SKXXTT

    += LogLog

    XLog SKXXTT

    += LogLog

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    Analisa Distribusi Gumbl

    Curah Hujan Rencana dengan Periode Ulang Tertentu

    T /t /n S Sn

    2 $'''0 0$0#! 0'&!2 %#0# 0&'&"

    ! $'''0 1'&&& 0'&!2 %#0# 0&'&"

    10 $'''0 22!0' 0'&!2 %#0# 0&'&"

    20 $'''0 2&"02 0'&!2 %#0# 0&'&"

    Reduksi Variat !TR" sebagai #ungsi Periode Ulang Gumbel

    T SSn

    /n/XX

    +=

    X

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    Analisa Distribusi Gumbl

    $2"$0

    '$!'!

    !0$'#

    !#%#%

    XT mm.

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    Pengukuran $is%ersi

    Coe#isien &ke'ness Cs"

    Cs ( )*+,-.*

    Coe#isien Kurtosis Ck"

    Ck ( ,+-*/,

    Coe#isien Variasi C0"

    C0 ( 1+1232

    ( )

    ( )( ) ( )( ) 'log1

    '

    i

    2

    $21

    XLogXLog

    X

    N

    i

    SNNN

    N

    =

    XLog

    S

    XLog=

    ( )

    ( )( )( )$log1

    $

    i

    21

    XLogXLog

    X

    N

    i

    SNN

    N

    =

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    Pengukuran $is%ersi

    4enis &ebaranS3arat

    s k

    Coe#isien &ke'ness Cs" Normal Gauss" 0 $

    Log Normal 0"#$ $

    Log Pearson III , $%"$

    Cs ( )*+3325 Gumbel 4 11$ 4!'002

    Coe#isien Kurtosis Ck"

    Ck ( 5+632*

    Coe#isien Variasi C0"

    C0 ( 1+6-..

    ( ) ( )

    ( )

    = $i$

    XX

    S2N1N

    Ns

    ( )( )( )( )

    =

    '

    i'

    2

    XXS$N2N1N

    Nk

    X

    S =

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    Pemilihan 4enis &ebaran

    5asil *erhitungan *erbandingan

    s k s k

    -1$$!# #2$!1 Tidak 6emenuhi Tidak 6emenuhi

    -0#0&$ 2!!%1 Tidak 6emenuhi Tidak 6emenuhi

    -0#0&$ 2!!%1 6emenuhi Tidak 6emenuhi

    -1$$!# #2$!1 6emenuhi Tidak 6emenuhi

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    -i Kbnaran Sbaran

    Uji &ebaran &mirno0 Kolmog

    No Tahun m

    1 200" 4# 1 00&0& 0&0&1

    2 200% 43# 2 01%1% 0%1%2

    $ 2010 4$4 $ 02"2" 0"2"$

    ' 2012 3"4 ' 0$#$# 0#$#'

    ! 2011 3"$ ! 0'!'! 0!'!!

    # 200! 3#3 # 0!'!! 0'!'!

    " 200# 3#2 " 0#$#' 0$#$#

    % 200& 32 % 0"2"$ 02"2"

    & 200$ 23" & 0%1%2 01%1%

    10 200' $#2 10 0&0&1 00&0&

    7ma ) 10202

    7ari tabel kritis Smirno-Kolmogoro didapat 7r 0,0!. ) 0,'1

    7ma 8 7r tidak memenuhi s3arat.

    Tabel Nilai $elta Kritis Untuk Uji Keselarasan &mirno0 ) Kolm

    urah 5u9an 6amm. X

    i

    .*-XAS8-

    mn':itun' +aramtr *an' i+rlu/an 0

    +anan' sun'ai 0

    9 ( /o?sin aliran ) .32"

    Luas Das 24

    8uan satuan $

    5 +a/ 9.A.;o (3@"(@3 T+T@

    mn':itun' /orinat /urBa nai/ an /urBa turun :iro'raCa. KurBa nai/

    04)t4Tp bearti 04)t4$1

    rumus kura naik ?n ) ?peak@t

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    $2

    KurBa Turun 3 $3

    $4

    $#

    $"

    $

    $!

    $%

    2

    st

    t8)TpDT0,$D1,!T0,$. berarti t=(*6;//

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    2% /m $# /m ma/a t' @4 @#!L

    t' 2.!2 am

    tr iambil @# t' $.#"$# am

    T+ t' @!tr 3.33$2 am

    T@3 Ft' 4.$"4 am asumsi sun'ai aala:

    /m2

    mm

    3)) .42%$4#4"" m3t

    "@"%(tE!)2@4

    Kt +rs - -(t@T)(m3tmm)a/ibat :u

    $"!% 2$#" 1%0#

    "@"%(tE!)2@4

    .33%"!!! $2."%%$43 !.3% ".$##$%

    $.!3!#2$$ ".2"4!$ 42.2244#3 32.222"#

    4.22"##$ $.3"3%% $$$.334$ !#.2""!!$

    4.#!"!!#3"% $2.3#24 $!.#"# !2.!#4$

    3.3"#2$2223 $2".2$#! %.#4"!%! ".44##

    2.4"2442#4 %2.#$$3$3 #!.2%# 44.443"

    $.!%4""2"# ".%!!4#4 42.!34"4 32."!#$2$

    $.44%!23$ ##.2#3"%3 34.!%!! 2".#"2%4"

    $.$%##"#"$2 44.%42# 2!.2!!$!4 2$.#!#2

    .%$2$32#!! 3".4%333! 22.%!%#!% $.#43%%"

    .!%2%#3$! 2%."#!## $!."!34"2 $4.2#!$

    "@"%@3H(t3@$)3@!J

    "@"%@3H(t3@$@#3@!)

    ($@#3@!)J

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    ."4$4#"223 24.$2$ $#.$!3%" $$.#!2"2

    .2!2323# $."$$#" "."!44#$ #.$!$$

    .232!"343 !.4%%%4 #.#$222% 4.2"#$#

    .$%24$22 .2$#%4!$ 4.#4#!3 3.4"%322

    .$#!32""!! #.%#!#3 3.4!!3%4 2.!"!43%

    .$3""!!$2 4.%##3" 3.%$#%## 2.3#%2!2

    .$!%24 4.4$"4" 2.#4%#%$ $.%4#"#4%

    .!!!2##%3 3.33"$!# 2.$2#!!" $."4#44

    .32#2"!2 2.#24"%# $.33%"42 $.32323"4

    $"#

    #,0#&@0,$ABt-

    %,&0!.

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    ara: +n'airan biasa F 2

    an

    2".!4233

    $4$.43#%

    34.3"42!

    3"3.!##

    2"".#22%4

    $%#.2"43

    $43.#44

    $$"."24"3

    %4.%%3"

    .2"%24

    "2.#%%$!

    Total(m3t)

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    #.!3!

    22.3%4%!2

    $!.4"!%

    $#.23!!

    $2.#"#3"

    $.3#!432

    !.#423%!"

    .44#$$

    #.!%"2

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    .2"22#$43 2.!$4$

    $.3!42%"4!%! $%.!!##

    3.""3%4"4! 2%.#24

    4.#!"!!#3"% 3"3.!##

    3.3"#2$2223 2"".#22%4

    2.4"2442#4 $%#.2"43

    $.!%4""2"# $43.#44

    $.44%!23$ $$"."24"3

    $.$%##"#"$2 %4.%%3"

    .%$2$32#!! .2"%24

    .!%2%#3$! "2.#%%$!

    Kurva Hidro

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    ."4$4#"223 #.!3!

    .3"3223"2 2!.%$33

    .3#2$%#33$ 24.2"%"$

    .2#""24##4 2.3#2#"!

    .2$##%"4#$ $.$$$!%

    .$!$44%"3% $4.3!22!

    .$#2#24"2! $2.%"3%!

    .$2!23#$43# $.$32%

    .$!$""%3 !.##%42

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    raf Nakayasu Sungai Deli

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    NAKA>AS8-

    mn':itun' +aramtr *an' i+rlu/an 0

    +anan' sun'ai 0

    9 ( /o?sin aliran ) .32"

    Luas Das 24

    8uan satuan $

    5 +a/ 9.A.;o (3@"(@3 T+T@

    mn':itun' /orinat /urBa nai/ an /urBa turun :iro'raCa. KurBa nai/

    04)t4Tp bearti 04)t4$1

    rumus kura naik ?n ) ?peak@t

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    $2

    KurBa Turun 3 $3

    $4

    $#

    $"

    $

    $!

    $%

    2

    st

    t8)TpDT0,$D1,!T0,$. berarti t=(*6;//

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    2% /m $# /m ma/a t' @4 @#!L

    t' 2.!2 am

    tr iambil @# t' $.#"$# am

    T+ t' @!tr 3.33$2 am

    T@3 Ft' 4.$"4 am asumsi sun'ai aala:

    /m2

    mm

    3)) .42%$4#4"" m3t

    "@"%(tE!)2@4

    Kt +rs - -(t@T)(m3tmm)a/ibat :u

    '1$" 2#0# 1&%&

    "@"%(tE!)2@4

    .33%"!!! $3.%!3! !.!$#2 ".2$$"4

    $.!3!#2$$ 3.!!!!" 4".4!4$! 3#.44#34

    4.22"##$ $%#.2#!#$ $23.#4$ %3.!$%2#

    4.#!"!!#3"% $!%.4% $$%.#2%#2 %$.2$%2%3

    3.3"#2$2223 $3%.$$32 !.#$!23 "".!3"!"

    2.4"2442#4 $$.!44%2 "4.$#!4$$ 4!.%"2"4

    $.!%4""2"# 4.!4%$# 4.$#$32 3#.%!3"

    $.44%!23$ ".!2!323 3!.3$%#2 2%.243"#$

    $.$%##"#"$2 4%.434$ 3$.$4$%% 23.""%

    .%$2$32#!! 4.$#2! 2#.3!!4" $%.3$4#$!

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    "@"%@3H(t3@$)3@!J

    "@"%@3H(t3@$@#3@!)

    ($@#3@!)J

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    ."4$4#"223 2".#344 $".$#2 $2.#""3"

    .2!2323# $$."!"3$ .3#!3#$2 #."$##4""

    .232!"343 %."32%# "."!2%$ 4."3$32!

    .$%24$22 .%43%"3 #.44$" 3.!$%$233

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    .$3""!!$2 #.42"!42 3.434!4 2.#%3%

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    .!!!2##%3 3."43#" 2.3$43% $.""42%

    .32#2"!2 3.3$4 $.%!!%$" $.4#""$

    #,0#&@0,$ABt-

    %,&0!.

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    ara: +n'airan biasa F 2

    an

    2%.#!"#2

    $##.4"

    4$2.$3#!4

    4.4!%$

    2%3.4$3!3

    2$4.%""$

    $#.%!2%$

    $2!.3%$4%

    $4.342!

    !4.%!#2

    "!.%$#$4"

    Total(m3t)

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    #"."!!

    24."#4#2!

    2.332$$3

    $"."#$

    $3.!2!34

    $$.43#4!

    %.442!#!

    .###32%

    ".3%#!3!2

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    .2"22#$43 22.!%%"

    $.3!42%"4!%! $2.!"#

    3.""3%4"4! 3$%.!32$2

    4.#!"!!#3"% 4.4!%$

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    2.4"2442#4 2$4.%""$

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    $.44%!23$ $2!.3%$4%

    $.$%##"#"$2 $4.342!

    .%$2$32#!! !4.%!#2

    .!%2%#3$! "!.%$#$4"

    Kurva Hidro

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    ."4$4#"223 #"."!!

    .3"3223"2 3$."%"2!

    .3#2$%#33$ 2"."4%32!

    .2#""24##4 22.4"4#

    .2$##%"4#$ $!.!3!4"

    .$!$44%"3% $#.!3!!3

    .$#2#24"2! $3.3$"!"

    .$2!23#$43# $$.$%"4"

    .$!$""%3 %.4$3"%$2

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    raf Nakayasu Sungai Deli

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    NAKA>AS8-

    mn':itun' +aramtr *an' i+rlu/an 0

    +anan' sun'ai 0

    9 ( /o?sin aliran ) .32"

    Luas Das 24

    8uan satuan $

    5 +a/ 9.A.;o (3@"(@3 T+T@

    mn':itun' /orinat /urBa nai/ an /urBa turun :iro'raCa. KurBa nai/

    04)t4Tp bearti 04)t4$1

    rumus kura naik ?n ) ?peak@t

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    $2

    KurBa Turun 3 $3

    $4

    $#

    $"

    $

    $!

    $%

    2

    st

    t8)TpDT0,$D1,!T0,$. berarti t=(*6;//

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    2% /m $# /m ma/a t' @4 @#!L

    t' 2.!2 am

    tr iambil @# t' $.#"$# am

    T+ t' @!tr 3.33$2 am

    T@3 Ft' 4.$"4 am asumsi sun'ai aala:

    /m2

    mm

    3)) .42%$4#4"" m3t

    "@"%(tE!)2@4

    Kt +rs - -(t@T)(m3tmm)a/ibat :u

    '!00 2%$! 21#'

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    .33%"!!! $#.2%#"% %.#!$3!%" .3$$%3#3

    $.!3!#2$$ !.2"#!" #.#!! 3!.#%2"2"

    4.22"##$ 2$2.42"$2 $33.!$%#3 $2.$22%#

    4.#!"!!#3"% 2".4233! $3.3!" %%.23$"

    3.3"#2$2223 $#$.233#4 %#.2 2.4!

    2.4"2442#4 $$.%%3! "%.%!%## #3.2""32!

    $.!%4""2"# !$.42!2" #$.2%""! 3%.$4"#$2

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    $.$%##"#"$2 #3.!$$3 33.!%!#4 2#.!##4%

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    "@"%@3H(t3@$@#3@!)

    ($@#3@!)J

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    ."4$4#"223 2!.!"44# $!.$!#2! $3.!%$

    .2!2323# $2."2 !.#2"$ ".$%$342

    .232!"343 $.4%2% "."$!%2 #.3!!#

    .$%24$22 !."4243$ #.4443"! 4.$#4!$$4

    .$#!32""!! .$224#2 4.4!%!"#2 3.42"3%2

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    .32#2"!2 3.2%"#%4 2."$3# $.#!4!2$!

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    ara: +n'airan biasa F 2

    an

    32.$2!%4

    $"%.44%

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    Total(m3t)

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    ".%3"2#

    2".!2222

    22.$$%"3

    $!.24$"$

    $#.43#3

    $2.4"!"

    $.23$"

    !.433##

    ".%#!$2#!

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    .2"22#$43 24.%$2%%$

    $.3!42%"4!%! $3$.4%$##

    3.""3%4"4! 34.%#3

    4.#!"!!#3"% 43#."%!"$

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    Kurva Hidro

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    ."4$4#"223 ".%3"2#

    .3"3223"2 34.4!2"!

    .3#2$%#33$ 2!.%%2$%3

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    raf Nakayasu Sungai Deli

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    NAKA>AS8-

    mn':itun' +aramtr *an' i+rlu/an 0

    +anan' sun'ai 0

    9 ( /o?sin aliran ) .32"

    Luas Das 24

    8uan satuan $

    5 +a/ 9.A.;o (3@"(@3 T+T@

    mn':itun' /orinat /urBa nai/ an /urBa turun :iro'raCa. KurBa nai/

    04)t4Tp bearti 04)t4$1

    rumus kura naik ?n ) ?peak@t

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    $2

    KurBa Turun 3 $3

    $4

    $#

    $"

    $

    $!

    $%

    2

    st

    t8)TpDT0,$D1,!T0,$. berarti t=(*6;//

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    2% /m $# /m ma/a t' @4 @#!L

    t' 2.!2 am

    tr iambil @# t' $.#"$# am

    T+ t' @!tr 3.33$2 am

    T@3 Ft' 4.$"4 am asumsi sun'ai aala:

    /m2

    mm

    3)) .42%$4#4"" m3t

    "@"%(tE!)2@4

    Kt +rs - -(t@T)(m3tmm)a/ibat :u

    '&"1 $1$2 2$&0

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    .33%"!!! $".!22 $.#!3!2 !.%4"

    $.!3!#2$$ !!."44$ ##.!"$"44 42."3$$"$

    4.22"##$ 234."4%$3 $4.!$%!4 $$2.!%"3

    4.#!"!!#3"% 22!.$!42 $43."42# $%."2$!"

    3.3"#2$2223 $".#4! $#.23!! !.3$3%

    2.4"2442#4 $22.3%"! .$$3! #!.!43%"

    $.!%4""2"# !%.%44$3 #".""33! 43.243%

    $.44%!23$ 3.%%#"% 4".4%!%$ 3#.$432"

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    "@"%@3H(t3@$)3@!J

    "@"%@3H(t3@$@#3@!)

    ($@#3@!)J

  • 7/24/2019 Perhitungan Drainase (Final1)

    61/67

    ."4$4#"223 3$.!!42 2.!!3 $#.33$#

    .2!2323# $4.33$ !.!42!4" ".4!42"$

    .232!"343 $$.#""! .2%243 #.#"#2%""

    .$%24$22 %.#4"#"$ ".$3%"22 4.#!%#%2"

    .$#!32""!! .!2!"3 4.%#%#%!# 3.!4%4!4

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    .$!%24 #.3#432 3.33$42 2.#4$3"

    .!!!2##%3 4.4$#"4% 2.!$"#%" 2.$22!4!

    .32#2"!2 3."4$4"4$ 2.2%3%!$ $.#""#!

    #,0#&@0,$ABt-

    %,&0!.

  • 7/24/2019 Perhitungan Drainase (Final1)

    62/67

    ara: +n'airan biasa F 2

    an

    3#.4"$"$%

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    4%#.2!"

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    Total(m3t)

  • 7/24/2019 Perhitungan Drainase (Final1)

    63/67

    ".3#4$#

    2%."2!242

    24.433!3%

    2.$#$$#

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    $$.3$42

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  • 7/24/2019 Perhitungan Drainase (Final1)

    64/67

    .2"22#$43 2.#$%4!$

    $.3!42%"4!%! $4#.24!"%

    3.""3%4"4! 3!4.3#3!

    4.#!"!!#3"% 4!$.2!33

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    $.$%##"#"$2 $2#.3%2#

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    .!%2%#3$! !2.!$!33

    Kurva Hidro

  • 7/24/2019 Perhitungan Drainase (Final1)

    65/67

    ."4$4#"223 ".3#4$#

    .3"3223"2 3!.%4!4

    .3#2$%#33$ 32.2#4"#

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    .$!$44%"3% $%.34%

    .$#2#24"2! $".33"2

    .$2!23#$43# $3.4##2$

    .$!$""%3 $$.3$24

  • 7/24/2019 Perhitungan Drainase (Final1)

    66/67

    raf Nakayasu Sungai Deli

  • 7/24/2019 Perhitungan Drainase (Final1)

    67/67