Embed Size (px)
Citation preview
CALCULATION COVER SHEET
INEEL V-Tank Remediation Project Number of Sheets:
1 of5 Site:
INEEL Test Area North, Idaho Falls, Idaho
Calculation Work Order Number: ABQOG - CEO02 Number: 12393.002.001
Subject: Excavation - Estimated Excavated Soil Volume/Storage Requirements
Rev #: Date: Revision: 1 Calculated by: 1 Checked by: Approved:
5/31/01
6/27/O 1
9/27/o 1
60% Rob Ederer
90% Rob Ederer Berg Keshian Berg Keshian
90% Polish Berg Keshian D. Brennecke 9. Keshian /
Draft Final Berg Keshian D. Brennecke
Q:\WP\INEEL Draft FtnaKalculatmns Draft Final\ABQ06-CEO02 f?AD\ABQ06-CEO02 RAD.doc
L SHEET -, of -
CLIENT/SUBJECT W.O. NO.
TASK DESCRIPTION TASK NO.
@p-W~A PREPAREDBY, DEPT DATES ‘3’ ‘1 I 1 APPROVED BY
MATH CHECK BY DEPT DATE ir
METHOD REV. BY DEPT DATE
Problem Statement: Estimate the volume of excavated soil, soil container capacity, and quantity of containers.
Method of Solution: 1. Estimate the weight of soil and compare to weight capacity of the bags. 2. Estimate the volume of soil to be excavated. 3. Estimate the number of bags required.
Assumptions: Average dry soil density if 95.5 pcf. Average total density is 111 pcf. @ Soil bag capacity is 258+3&k c&k c&, .
Sourc F
f Formulas and References: INEEL-BBWtEngineering Data - Soils test results (see Calculation ABQ05 - CEOOI) LiftBag Product Literature Design Drawings
Calculation:
SHEET - of -
CLIENT/SUBJECT W.O. NO.
TASK DESCRIPTION TASK NO.
PREPARED BY DEPT
MATH CHECK BY DEPT
METHOD REV. BY DEPT
4&T SHEET - of -
CLIENT/SUBJECT W.O. NO.
TASK DESCRIPTION
PREPAREDBY,
MATH CHECK BY
METHOD REV. BY
DEPT
DEPT
DEPT
TASK NO.
G=V~'10-05-003~A-~~85 r. ;. li
Toc5 SHEET -~ of -
CLIENT/SUBJECT W.O. NO.
TASK DESCRIPTION TASK NO.
PREPAREDBY
MATH CHECK BY
METHOD REV. BY
DEPT
DEPT
DEPT
SHEET - of -
CLIENT/SUBJECT W.O. NO.
TASK DESCRIPTION TASK NO.
% kEstl[M DEPT PREPAREDBY
MATH CHECK BY DEPT
METHOD REV. BY DEPT
~~
7kc *da 4 a pok+L&~ +w yQ~e0 pa+&
l3m bhJk tAs- PO c W-J iqJ*-
A* ca3~ 4
RFW 1 O-05-003/A-5’85 r_r C‘“’
CALCULATION COVER SHEET
Project: INEEL V-Tank Remediation Project
Number of Sheets:
1 of9 Site:
INEEL Test Area North, Idaho Falls, Idaho
Calculation Work Order Number: ABQ07 - CEO03 Number: 12393.002.001
Subject: Lifting Requirements
Rev #: Date: Revision: Calculated by: Checked by: Approved:
4/l l/O1
6/l/01
60%
90%
R. Ederer
R. Ederer
N/A
D. Bennecke
N/A
B.Keshian
RAC
RAD
6/27/O 1
912710 1
90% Polish D. Brennecke
Draft Final D. Brennecke
B. Keshian
B. Keshian
B. Keshian /7
/
Q:\WP\INEEL Drafl Ftnal\Calculations Draft FinaMBQ07-CEO03 RAD\ABQ07-CEO03 FtAD.doc
Client/Subject: INEEL-BBWI / V-tank Removal Proiect W.O. No.:l2393.002.001 Task Description: Lifting Requirements Task: 90% Design Calc Prepared by: R. Ederer
Problem Statement: Evaluate the lifting requirements of the V-l, 2, 3, and V-9 tanks. Consider lifting of shipping casks, concrete rad-vault, and soil bags.
Method of Solution: 1. Estimate the tank surface area. 2. Estimate thickness of the steel. 3. Estimate the tank weight.
1. The tanks are stainless steel (type 304 for this analysis) 2. The V-l, 2, 3 tanks are 10 ft. diameter and 19.5 ft. long. 3. The V-9 tanks is 3.5 ft diameter by 5.5 ft to top of cone section, cone is 1.75’ long.
Sources of Formulas and References: l Grove Hydraulic Crane Product literature l Design Drawings l Duratek shipping container and vault literature 0 “Lift Liner” system product literature
Calculation:
A. Calculate the expected weight of V-l, V-2, and V-3 Tanks
1. Determine the surface area of the tanks.
Dia tank := 10 L tank := 19.5
2 Area := (Dia D1a tank
surface \ tankBxmL tank + 2’7[‘~
Assume the tank thickness: ._ 0.25 t shell ‘-12
2. Determine the tank weight
Steel volume is: voi sst ‘= t shell ‘Area surface
Assume the density of Type 304 stainless steel is: _
vol sst 16.35 cf
sg ss. := 8.04 p ss, := sg ,,,62.4 Psst 501.7 Pcf
The tank weight is:
w tank ‘= p ssteVol sst I w,k 8203 lbs
Assume approximately 2” of liquid or sludge left in the tank when lifted.
2 S s I- .- .-- r .- 5 a :=- a=O.O33
12 r
W liquid := !0.5.r2a- sin( a) ) .L tank-( 62.4.1.2) ’ W =601 Ibs
y tank weight for fittings, flanges, and miscellaeous piping (1,000 Ibs).
AAj*
w tank * ‘= ‘w tank + w liquid + lOOO\ ,i w,,k:=9804 Ibs
B. Estimate the weight of the V-9 tank. To be conservative and simplify the calculation, assume the cone section is a cylinder.
Dia tank.v9 ‘= 4 L mksv9 :=5 + 1.5
i Area surface.v9
2 x\ := [ Dia tank-v9 ‘y / + L. i 7th tank-v9 area := 101.71 sf \ /
Assume the tank thickness: .-0.25 t shell ‘-12
2. Determine the tank weight
Steel volume is: Vol sst.v9 ‘= t shell ‘Area surface.v9 Vol sst.v9 = ’ 2.11 cf
Assume the density of Type 304 stainless steel is:
sg ss. :=8.04 p sst := sg ,,,*62.4
The tank weight is:
psst 501.7 pcf
w tank.v9 ‘= p sst’vol sst.v9 Wtankv9 = no1063 lbs .
Adujst tank weight for fittings, flanges, and miscellaeous piping (500 Ibs).
w tank.v9 := w tank.v9 + 5oo 1563 Ibs
C. Evaluate the lifting requirements for the tanks. Design lifting for V-l, 2, & 3 tanks
1. In summary, the weight of each tanks is:
V-l, V-2, and V-3 (each): W.tank =9804 ibs
v-9: w tank.v9 = I 1563 Ibs
2. Assume the tanks are placed in granular fill material (cohesion = 0), with no groundwater therefore neglect the suction required to overcome the capillary forces.
c :=o c a :=c*o.9
3. Add the force to overcome soil friction. Assume the soil rises to the springline of the tank (5’).
a. Determine the active soil force on the tank
ysoil :=lll pcf H :=5 Q :=32edeg
K, := 1 - sin( $)
1 + SW+) Ka = 0.307
P vertical ‘=Y soileH = I 555
P active ‘= K a’p vertical P active = ’ 172 psf
b. Determine the skin friction coefficient on the tank.
6 :=17*deg Ca 1~0.9 f, :=ca+Pactivemtan(G) f, = 1 53.5 psf
c. Estimate the surface area of the tank in contact with soil.
LllD (19.5 XrMO) 2
s tank = I 0306 Sf
d. Estimate the breaking force to overcome the soil friction
‘break ‘=fo’S tank P break = I 016,387 lbs
4. Estimate the lifting requiremen
Lift capacity ‘= (w tank+ Pbreak
9804 + 16387
t for removing the largest tank.
‘I Lift capacity := 26191 Ibs or 13.1 tons
Discussion Summary of talcs:
. weight of each V-l, V-2, and V-3 tanks (tons): W ea.tank=4.9 tons
weight of V-9 tank (tons): w tank.v9 0.781 tons
Tank lifting capacity required (tons)
lcvA
Lift capacity 13.1 tons
Select a Grove RT650E &Rough Terrrain Hydraulic Crane or equal. A cut sheet is included as Attachment 1. This crane will be adequate for other lifting requirements on the job such as the “Rad Vault 8-120” with loaded HIC (66,700 Ibs + 7,500 Ibs = 74,200 Ibs), DURATEK CNS 8-120B Type B shipping casks (49,300 Ibs, empty; 63,980 Ibs w/maximum payload) and soil bags (24,000 Ibs).
. __.I ‘_ . . - i4 . -- _. -.
: , _ _ .^., -
Dimensions
-
. T ISI El5
- -
I I *-- I I
, #
Note: ( ) Reference dimensions in mm
RTGOOE Series
RT650E RATED LIFTING CAPACITIES IN POUNDS 33 FT. - 105 FT. BOOM
ON OUTRIGGERS FULLY EXTENDED - 360” #OOOl
in Main Boom Length in Feet Feet 33 40 50 60 70 80 90
10 100,000 80,550 67,250 (69.5) (73.5) m
.r% 87,100 79,150 64,200 l 56,100 IL (65.5) (70.5) (75) (78) 15 69,050 69,550 59,950 51,800 45,200
(59.5) (65.5) (71) (75) (77.5) 20 50,500 50,950 51,400 44,500 38,550 34,450 l 31,4W
(47.51 1571 (64.5) (69.5) (73) (75.5) (78) nr 38,300 1 38,850 1 39,350 1 39,650 1 37,100 1 29,850 1 27,250
40
45 17,100 17,350 17,300 17,300 (381 (48.51 (60)
50 13,950 14,150 14,200 14,200 (28) (42.5) (50.5) (56)
55 11,700 11,750 11,850 (35) (45.5) (52)
60 9,730 9,870 9,980 (26) (39.5) (47.5)
65 8,300 8,440 w (42.5)
70 6,960 7,170 (24.5) (37.5)
-- 6.080 13 (31)
80 5,130 (231
85
90
loo
21,000 (76.5)
21,000 (73.5) 19,150
(70) 16,650
(67) 14,650
VW 13,000 (60.5) 11,900
0 10,100 (53.5) 8,600 (49.5) 7,340 (45.5) 6,290 (40.5) 5,380 (35.5) 4,580 (29.5) 3,880 (22)
Minimum boom angle (O) for indicated length(no load) Maximum boomlength(ft.)atO” boom angle(rto load) NOTE: ( ) Boom angles ara in degrees. #LMI operating code. Refer to LMI manual for operating insttuciions. This capacity is based on maximum boom angle.
105
=I -I
(62.5) 12,000
(59) / 10,150 (55.5) 8,680 (52)
7,430 (48.5) 6,390 w-5)_ 5,490 WV .
4,720 (35) ,
4,020 (29)
3,400 (21.5)
0 105
Lifting Capacities at Zero Degree Boom Angle On Outriggers Fully Extended - 360”
Boom MainBoomLengthinFeet Angie 33 40 50 60 70 80 90 100
0” 16,250 12,500 8,780 6,290 4,510 3,160 2,110 1,260 (28.2) (35) (45) (55) (65) (75) (85) (95)
NOTE: ( ) Reference radii in feet. A6-829-100936
RTWOE Series
RTGOOE SERIES ON RUBBER CAPACITIES
STATIONARY CAPACITIES 360"
Radius ##9005
in Main Boom Length in Feet Feet 33 40 50 60 70
10 38,550 38,550 (69.5) (73.5)
12 32,550 32,550 32,550 (65.5) (70.5) (74.5)
15 23,700 23,700 23,700 23,700 (59.5) (65.5) (71) (75.5)
20 14,450 14,450 14,450 14,450 14,450 (47.5) (57) (64.5) (70) (73.5)
25 9,640 9,640 9,640 9,640 9,640 (32) (47) (58) (65) (69.5)
30 6,840 6,840 6,840 6,840 P-5) tw (5% W-5)
4,850 4,850 4,850 (41.5) (53) (60)
40 3,450 3,450 3,450 (30.5) (46.5) (54.5)
NOTE: ( ) Boom angles are in degrees. #LMI operating code. Refer to LMI manual for operating instructions.
I Lifting Capacities at Zero Degree Boom Angle On Rubber - 360”
Boom Main Boom Length in Feet Angle 33 40 50
0” 7,580 4,850 2,410 (28.2) (35) (45)
NOTE: ( ) Reference radii in feet. A6-829-100836A
STATIONARY CAPACITIES DEFINED ARC OVER FRONT (See Note 3)
25 18,200 18,200 18,200 18,200 18,200 (32) (47) (58) (65) (69.5) 1
30 13,100 13,100 13,100 13,100 (34.5) (50) (59) (64.5)
35 10,050 10,050 10,050 (41.5) (53) (60)
40 7,900 7,900 7,900 (30.5) (46.5) (54.5)
45 6,290 6,290 (38.5) (49)
50 5,050 5,050 (28.5) (43)
55 4,060 (35.5)
60 3,260 (26.5)
Ain. boom angle (“) for indicated length (no load) 0 Aax boom length (ft.) at 0” boom angle (no toad) 70
NOTE: ( ) Boom angles are in degrees. #LMI operating code. Refer to LMI manual for operating instructions.
Lifting Capacities at Zero Degree Boom Angle On Rubber - Defined Arc Over Front
NOTE: ( ) Reference radii in feet. A6-829-100835A
RTGOOE Series
CALCULATION COVER SHEET
Project:
Site:
INEEL V-Tank Remediation Project
INEEL Test Area North, Idaho Falls, Idaho
Number of Sheets:
/t9fg
Calculation Work Order Number: ABQ08 - CEO04 Number: 12393.002.001
Subject: Drum Storage/Water Storage/Decontamination Area Secondary Containment Requirements
Rev #:
RAB
RAC
RAD
RAE
Date:
5/31/01
6/29/O 1
9/27/o 1
1 O/23/0 1
Revision: Calculated by:
60% R. Ederer
90% R. Ederer
90% Polish D. Brennecke
Draft Final D. Brennecke
Draft Final D. Brennecke Polish
Checked by:
B. Keshian
B. Keshian
B. Keshian
B. Keshian
Approved:
B. Keshian
B. Keshian
Jim Lockhart n
L:\WP\INEEL Draft Fir&DRAFT FINAL INEEL 10~0l%alwlations Draft FinaMBQO&CEO04 RAE\ABQO&CEOO4 RAE.doc
SHEET~A of q -_ CLIENT/SUBJECT
TASK DESCRIPTION
PREPAREDBY
MATH CHECK BY
DEPT
DEPT
W.O. NO.
TASK NO.
METHOD REV. BY DEPT DATE 1 DEPT -DATE
F?FW 10-05-003/A-5185 512-%x:?
DETERMINATION OF WATER fjowc~
Item Sources of water
V-l v-2 VA3 v-9 Decon Runoff Rinse
Total water volume
Value Units - -
1164 gallons 1076 gallons 7648 gallons
70 gallons 2000 gallons
15000 gallons 500 gallons
27458 gallons
SHEET + of 8 P - CLIENT/SUBJECT W.O. NO.
TASK DESCRIPTION TASK NO.
PREPAREDBY DEPT
MATH CHECK BY DEPT
METHOD REV. BY DEPT
RFW 1 O-05003’A-5’85 512-5643
CLIENT/SUBJECT
TASK DESCRIPTION
PREPAREDBY
MATH CHECK BY
METHOD REV. BY
ehLJ/d ?+7s*
I// 0 umr u/= -4hrru;,WQ &I-
L&Q* Pm-Ir 53J33
A m= D rr49 /I? mr .f?
P = (& - CLZ.~)
(P+Oa8$)
s= /duo - ru =>
zz
P 25 d - 2.0
4 a 522 /b ,’
Oc t-23-01 01 : 54pm From-Roy F. Weston, inc. 9702567100 T-908 P. ’ - t
W W @ (2 2 SHEET - of _
CLIENT/W BJ ECT /-d&d +7xl’/uir W.O. NO. _
TASK DESCRIPTION &c~ccv- J’= *- &-+’ sn&@a d- TASK NO.
PREPARED BY /x
MATH CHECK BY
DEPT
DEPT
DATE /* ef
DATE w
METHOD REV. BY DEPT DATE . .“. .” “, _ _. ..--. . ~..I” ,.. . . , -. e-_,. .+’ . . . .a . ,...“. . a.. --~w.“.I T’ . . . . .,. --,a A, . .“._ . -.- -,.......*. : . - - - - .” ?’ . , -. ._
i i
APPROVED BY I
DEPT DATE .I” . . .._.. .,..-- _._.._ “d_,, . . . . . pe -^.._....._. . . . .-_. i”.‘“..
- _. 7
117 116 11s 114 113 112 111 1 -t
10 0 10 20 30 40
OS/3 l/200 1
112
-.
4:
Sf
http://www.wrcc.dri.edu/pcpnfreq/id25y24.gif 05/3 l/200 1
