Drainage Design for Soroako_port Channel

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  • 7/26/2019 Drainage Design for Soroako_port Channel

    1/13

    QLD Guidelines

    Minimum depth of the settling zone is 0.6 m

    Avoid having settling zone greater than 1.0 m

    Minimum length:width = 3:1 (single inflow point)

    Minimum length:width = :1 (multiple inflow point with !affles)

    "or !asin longer than 10 m# the minimum depth is $%00

    &here $ = !asin length (m)

    ' 0 mm

    A 0.1 Km2

    Q 0.093 m3/s

    80 mm

    0.093 m3/s

    3.6 360

    where: where:

    (mm%hr) (mm%hr)

    A (ha)

    For Pipe

    'ainfall *0 mm

    Basin Vol= (storage depth 4 settling depth) 5 length 5 depth

    = 7 A = 7 A

    (m3%s) (m3%s)

    A (8m)

    9 = .n%0.*6*.21%;3%

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    Basin !"pe #

    = 7A%360

    7A = ha #

    0.$ ha (undistur!ed) +000 0.6 3000

    1.$ ha (distur!ed) 1+000 0. 1000

    1+000

    asin $ength ($) = 3times !asin width (&)

    2urfa-e area As = 3&

    m

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    = (0.) (0.+) 4 (0.*) (1); % 1. = 0.66

    #al+ulate settlin 2olu-e

    Adopt a + design rainfall pro!a!illitB

    "rom

  • 7/26/2019 Drainage Design for Soroako_port Channel

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    Dis+are #al+ulation or S-all #at+-ents ,rea

    EroFe-t : >alantang

    Manual used : ueensland 'oad 9rainage 9esign Manual (issued in Gune 003)

    : Australian 'ainfall and 'unoff# 1?

    9esign flood : + Bears Average 'e-urren-e nterval (A')

    &here :

    A = area of -at-hments

    !ale 1 #al+ulation o $ "ears ,45 4ainall 5ntensit" and Dis+are

    7at-

    hmen

    ts

    Area

    sin(ha

    )

    7hannel

    fallinme

    ter Hsing Eoso "9

    1 AC> .*3 10 0+ *.? 0.? 13.0 0.0 0.0 0.0 0 1. 0.0 13. ??. 1*.6 1*1.+

    .+ 7C9 0.+0 1 3 3.1 0. 10.6 0.0 0.0 0.0 0 1. 0.0 10. 10+.1 131.6 1+0.+

    +0 9C/ 0.1 1.+ 6 +. 0.? 10.*? .+ 0.? 1.3 0 1. 0.0 11. 10. 1?.0 1*.+

    10 /C 0.6+ 1.+ 1 . 1.+ 10.1? 13.+ 1.* 1. 0 1. 0.0 1.0 10.6 1.6 1*6.?

    16* 9C" 0.+* 0.* ** 0.? 0.3 1.** 0.0 0.0 0.0 0 1. 0.0 1.* 101.6 1.+ 1*+.6

    ?1 >C" 0.61 1 1 +.6 0.? 10.33 1.0 .0 3.0 0 1. 0.0 13.3 100. 1+.+ 1*.

    +0 "C 0.0? 0. 11 1. 0. 10.6 3.0 3.0 *.3 0 1. 0.0 1*.6 ?. 1.0 13?.*? CI 0.6 1 33 3.0 0. 10.? 33.0 3.+ +.+ 0 1. 0.0 16.3 ?+. 11.3 13*.

    1 IC$ 0.1? 1 1 +.? 0.? 10.31 *1+.0 *. 6.0 0 1. 0.0 16.3 ?+. 11.3 13*.

    131 C 0.1? 1 1 +.? 0.? 10.31 0.0 0.0 0.0 0 1. 0.0 10.3 10+.? 133.1 1+1.?

    1*0 GC 0.*+ 1 11 ?.1 1.+ 10.1 0.0 0.0 0.0 0 1. 0.0 10.1 106.* 133. 1+.?

    Eea8 flow rate -al-ulated using the 'ational Method formula: B= 8 5 7

    B5

    t-#B5 A

    8 = 0. if A in 8mor 8 = 0.00 if A in he-tares.

    7+= runoff -oeffi-ient for an A' + Bears (dimension less)

    t-#+

    = average rainfall intensitB (mm%h) for design duration of t- hours and A' of + Bears

    t-#+

    = time of -on-entration (hours) for A' of + Bears

    += + Bears A' design dis-harge in m3%se-.

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