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(r~--~-'--- '--, -~ -'APPENDIX 12.A. .. .'- :: ;" . ~. Representative Open Areas of Screens

" Loa •• nd LMT ...... " Mill eontin""" (Mialmam (MaxImlUll • Bridle Bridge Sioned' Slotted Pipe Scree. Siol Siol _ ..... )

... opea ..... ) Slot Siol (V<rIlcaJ) (Horizontal) Diameter Size 1tJ'/rl '" In'/rl '" .'/ft "" 1tJ'/ft '" "'1ft '" In'/ft '" .lol./ft In'/fl 4" ID 20 44 25 - - - - - -30 58 33 :-'. ,;....... ~. ~~- - - - - - - -40 72 41 , .-~.., ". n'.- 10 13 8 - - - -50 - 78 45 "~-~·!·~~1

.............. ~ ... , .. . 6 4 --~-".-~ - - - o· 60 90 52 .. 19 12 8 5 90 16 .... .,:: .

130 23 -240 43 80 102 59 . - - - - 90 22 130 31 240 58

90 105 60 29 17 - - - -95 106 61 - - 12 7 - -100 112 64 -. - - 90 27 130 39 240 72 120 99 57 - - - - - -125 100 58 41 24 16 10 - -6" ID 20 45 18 - - - - - - - -30 61 25 - - - - - - - -40 77 31 - - - - 14 6 - -50 88 35 - - - - - - 9 4 60 100 40 2 1 7 3 21 8 11 5 90 124 50 - - - - 31 12 - -95 127 51 4 2 11 5 - - 17 7 100 131 53 - - - - - - - -120 141 57 - - - - - - - -125 127 51 5 2 15 7 43 17 23 9

8" ID 20 58 18 - - - - - - - -30 80 25 - - - - 8 3 - -40 9'8 30 - - - - - - - -50 114 35. ' - - - - - - - -60 135 41 4 1 10 3 17 6 15 5 95 165 51 6 2 15 5 - - 23 7 100 169 52 - - - - - - - -125 166 51 7 2 20 6 38 13 31 10 1O" 1D 20 72 18 - - - - - - - -30 100 25 - - - - 10 2 - -40 122 · 30 - - - - - - - -50 143 35 - - - - - - 15 4

'-

Plastic ~ Condnuoas -t

ltJ,tnlot ",1''-'" - 22 13 ," - 31 18 --40 23 ' =,. -41-'27 ::

f ' 52 30 5 9 5 7

- - ;-;

12

- - -- - -6 - - -8 ,

15 .

- - -- - -25 10 36 14 45 18 54 22 62 25 - -- -- -- -- -41 12 57 18 72 22 86 26 93 29 - -- -- -

--

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.~n c-r.t. Ia'/ft '" .. - -.. __ ..... --L ':13 _ 8

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- -- -26 16 ,

29 17 -- -12 5 18 7 23 9 28 11 32 13 - -- -46 18 51 20 - -- -26 8 - -- -47 14 - -67 21 - -18 4 26 6 33 8 39 10

...

F1bftJ1us R.1n-r ...... PIutIc

Coau._SIoq .. 1tJ'/fI , '"

25 1 12 37 17 48 .' ,23 - --- -

o •

- -

- . -- -- -- -- -14 5 - -29 9 - -41 14 59 20 - -65 22 - -- -

" \0 ~ 00

Cl

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Appendix 12.A. Continued 't-

Loa ...... Loanred Continuous (MI.imum (Maxlmlm Bridge Bridge Screen Slot Slot ..... u .. ) o~.rH) Slot SI •• Diameter Size I.'/ft ~ I.'/ft ~ i.'/ft ~ in'/rt ~ in1/rt ".

60 135 33 4 I 16 4 22 5 90 174 43 - - - - - -95 179 44 7 2 24 6 - -100 186 46 - - - - - -120 203 50 - - - - - -125 207 51 9 2 32 8 48 12 12"10 20 69 14 - - - - - - - -30 77 16 - - - - - - 12 3 40 99 21 - - - - 22 5 - -50 117 24 - - - - - - - -60 135 28 6 I 20 4 33 7 27 6 90 176 37 - - - - 49 10 - -95 182 38 9 2 30 7 - -' - -100 189 39 - - - - - - - -120 209 44 - - - - - - - -125 214 45 12 3 39 9 68 14 59 13

16"00 20 68 II - - - - - -30 97 16 - - - - 16 3 40 124 21 - - - - - -50 -146 24 - - - - - -60 169 28 7 1 24 4 35 6 t'" .'--,- -- 80 206 34 - - - - - -

90 221 37 - - - - - -95 228 38 , II 2 35 6 - -100 238 40 - - - - - -- ~

125 268 45 ' 15 2 47 8 78 13 t 17"00 190 , (13" 10) I ~;~' ... ~ :"".,::.;'

. 18"00 20 76· - 11. ~':T':':'!; -I' •. -. •• .- - -~ ~

, _ . -" , 30 109 16 I' ::-- --:. -

j . ..,' 18 3 40 137 ,; 20 i - . - !'" - - J __ -. - -,

60 187 28 '7 p. . 28 , 4 40 6 ~~-! - ... .. -~.:... ...... . :.: .: .. . ,>-- ... -

. - -... .. -. ..

Mill Plastic Slotted· Siotled Pipe Continuous (Vertiall) (Horiz •••• I) SI ••

in'/It ~ slots/I. in'/I. ~ in'/I. %

19 5 - -28 7 - -- -38 9 - -- -- -17 4 21 5 - -32 7 - -- -43 9 - - - - -- - - - -- - - - -22 4 - - -27 5 104 19 3 -141 29 5

'I92 35 6 - - 104 25 4

141 34 6 192 46 8

- - - - -41 7 - - -- - 104 31 5'

141 42 7 ,. 192 58 10,. ~: (;:"' :L 55 9 - ~ "r- _

" . "''"';: 1. .f-~"" ~r.: ... ' , l ,,: ~. ! ~ 0;' t-"" _-~ '~l r:;." ..... .;:.. "-- . ..,..- -~

i:~~'~ ... ..j 1. - - " - ',

W'~j~l.\ - - . -- - - . '(~~;~.

, 121 22 3 ~ .... ; , - 199 36 '~ 5 -". -;- ... 336 61 9

Stotled Plastict Concrete

in'/rt % in'/I. ,.

45 II - -- -65 16 72 18 - -- -- -38 8 - -52 II - -- -75 16 83 18 - -35 6 52 9 69 II

I 86 14 - -

138 23

- -- -

173 29 ;

r - -. ... ~ ... 25 4 ~ . .

~ .'

1. ~r~ ; ,.-.. , t ~ ..

Fiberglass ReiD-(orcKPWtic

C.n.lnuo.s SI •• * in'/I. ,.

32 6 - -64 12 ' - -94 18

138 26 - -

154 30 - -- -40 6 - -81 12 - -

119 17

- -

176 26 - -196 29

- -

, ' ... ~ .. - "

» ~ m Z sa @

\0

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IAppendix 12A. ContiJJued~.~

I Loa .. mt -u._ , . ,. MUJ CODtin_ (Mlalm .. (MaxIooam _ , Bridce '"B:Or " Slotted' , Slotted Pipe Sc:rftn .~ .. , . Siol SIoI - _am):" ...... am) _. Slol (Vort\al) • (Horizontal) Dlamet'r .. Size lol/ft ~ . Ia'/fl, ~ , la'/ft ~ lal/ft ~ ",11ft ~ ) IaWt ~ 1100"/ft la'/ft ~.

~ . 80 228 34 - - . - '- - - 121 29 4 . 199 48 7 -\-.\'JI:l - .'"'l" ....

.' 336 81 12 95 255 38 .11 2 41 . 6 h>"

I - :~. ,>, - - . -. -' 100 263 39 - - - - - - . ,. l:.'· 121 36 '. 5 '199 60 9 336 . 101 15 ~ I 125 236 35 15 2 ,55 ' 8 88 · 13 :l

i I~. f:t~·~ .£ 21"00 , 190 J..i.

; " \: (16" 10) .'lfJ~ \''1. ... ' .. ',;;" • i /..) ~~:~~. J ",':" "'L"-

\ . 1\ 23"00 190 ··,r' -:"-",.,.. t j . ..;...:~~ .7 . ~ I l:!f3J 1 1 40 . 5 I ..:..~ -'(18" 10)

This chart is to give the reader a representati~e guide to ty.,i~1 open areas for various types of screens. The actual open area may vary somewhat abOve or below'these figures depending on the materials used to build the screen; the collapse and column strength requirements, and the manufacturing techniques. Screen manufacturers should be contacted for specific open area information. : *Diameter of 4" screen is 4.5" 00. ;; I, I tScreen diameters are 4.5" 00, 6.5" 00, and 12.5;' OD. ! - -=-. i! .­*Scree'n diameters are 4.5" 10, 6.5" 10, 12" 10, and 16" 10.:,-; ::::- I

~~ < =:s .. ,."

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APPENDICES 951

APPENDIX l2.B.

Correlation Chart of Screen Openings and Sieve Sizes

Geologic Tyler U.S. Standard

Material Johnson Size of Openings Size of

Grain-size Slot Gauze Sieve Sieve Openings

Range No. No. . No. Inches mm No . Inches

- 400 0.0015 0;038 400 0.0015

clay 325 0.0017 0.043 325 0.0017 '. ~

- - . (

& - - 270 0.0021 0.053 270 0.0021 .

silt - - 250 0.0024 0.061 230 0.0024

- - 200 0.0029 0.074 200 · .0.0029

- - 170 0.0035 0.088 170 ' 0.0035

- - 150 0.0041 0.104 140 0.0041

fine - - 115 0.0049 0.124 120 0.0049

6 90 100 0.0058 0.147 100 0.0059 sand 7 80 80 0.0069 0.175 . 80 0.0070

8 70 65 0.0082 0.208 70 0.008.3

10 60 60 0.0097 0.246 60 0.0098

12 50 48 0.0116 0.295 50 0.0117 ·

14 - 42 . 0.0138 0.351 45 · 0.0138

medium 16 35 0.0164 0.417 40 0.0165 ('/~)

sand 18 40 - 0.0180 0.457 - 0.0180

20 32 0.0195 0.495 35 0.0197

23 28 0.0232 0.589 30 0.0232

25 30 - 0.0250 0.635 - 0.0250

28 24 0.0276 0.701 . 25 0.0280

coarse 31 - 0.0310 0.788 .- 0.0310 (1/J].)

sand 33 20 0.0328 0.833 20 0.033!"

35 20 - '. 0.035 0.889 - 0.0350 ,

39 16 0.039 0.991 18 0.0394

47 14 0.046 1.168 16 0.0469

very 56 12 0.055 1.397 14 - 0.0555

coarse 62 - 0.062 1.590 - . 0.062 (V,6)

sand 66 10 . 0.065 1.651 .- 12 0.0661

79 9 0.078 1.981 .- .10 . 0.0787 . ,

93 8 0:093 2.362 8 .0.0931

very 94 - 0.094 2.390 - 0.094 (3/J].)

fine III 7 0.110 2.794 , 7 · I', 0.111 '

gravel 125 0.125 ' 3.180 ,c " 0.125 ' ,(V8) - . -132 6 0.131 3.327 ' ' 6' , 0.132 :

157 5 0.156 . 3.962 " 5 0.157 " .,

187 4 . 0.185 4.699 4 , 0.187 (3/,6)

fine 223 3'h 0.221 5.613 3'h 0.223 ".

gravel 250 - \ 0.250 . 6.350 '/4 · 0.250 ('/4) .

263 3 0.263 6.680 - ' 0.263

312 2'h 0.312 7.925 '/,6 . , 0.312 ('/,6)

375 0.371 0.371 9.423 3fs '.,' 0.375 (l/8)

438 0.441 0.441 11.20 '/,6 0.438 (,/,6)

500 0.525 0.525 13.33 '/2 0.500 ' ('12) .

·1

I

. APPENDICES

APPENDIX I1.L.

Volume of Water in Casing or Hole

Diameter Gallons Cubic Feet Liters of Casing per foot per Foot per Meter or Hole of Depth of Depth of Depth

(In)

1 0.041 0.0055 0.509

lIh 0.092 0.0123 1.142

2 0.163 0.0218 2.024

2% 0.255 0.0341 3.167

3 0.367 0.0491 4.558

3% 0.500 0.0668 6.209 _. If

4 0.653 0.0873 8.110 /" .;

41h 0.826

5 1.020

51f2 1.234

6 1.469

7 2.000

8 2.611

9 3.305

10 4.080

11 4.937

12 5.875

14 8.000

16 10.44

18 13.22

20 16.32

22 19.75

24 23.50

26 27.58

28 32.00

30 .

36.72

32 41.78

34 47.16

36 52.88

1 Gallon = 3.785 Liters' ,

1 Mete~ = 3.28 i Feet

o.i 104 0.1364 0.1650 0.1963 0.2673 0.3491 0.4418 0.5454 0.6600 0.7854 1.069 1.396 1.767 2.182 2.640 3.142 3.687.. 4.276 4.909 5.585 6.305 7.069

-10.26 ' 1" 12.67 -".-

15.33 . ,

18.24 24.84 .' ;.

32.43 4i.04 50.67 . 61.31 ., 72.96 99.35

129.65 164.18 202.68 245.28 291.85 342.52 397.41 456.02 518.87 585.68 .-.

~.

656.72

1 '

1 Gallon Water Weighs 8.33 Ibs. = 3.785 Kilograms

. 1 Liter Water Weighs 1 Kilogram = 2.205 Ibs.

1 Gallon per meter of depth =

Cubic Meters per Meter of Depth .

0.509 X 10-3

Ll42 X 10-3 I I

2.024 X 10-3 ,

3.l67 X ,10-3 l ' 4.558 'x 10-3

J 6.209-x 10-3 , I

!;l~ 8.110 x ! 0-3

10:26 ~ ~ ~ ()-3 . [ .

12.67 " X lo-? 1 15.33 X 10-3, . -. ~

18.24 '; X 10-3

, I<r, l,_j ''-

24.84 ,:x )1~

32.43) x ~ 0-3 . f 41.04 ,x 10-3 i

5067 iX 1(}3 . . '

61.31 x: 10-3 . ~ "'I ,'" .,.,

72.96 ;x 10-'3 'j' . 99.35 ,;x .lo-~ i"~ I

129.65 X ' 1O:3 ~;

164.18 X 10-3 .: ,

202.68 'X 10:3 ,

245.28 ,X 10:3

291.85 X 10-3

342.52 X 10-3

397.41 X 110-3

456.02 ~ X '10-3 ...... ! 518.8r.~ l 0-3 . (

585.68.: x jl 0-3

. 656.7i<:~ ) o-~ . '