888-B125-01r1 Hydrostatic Calculations.pdf

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Attached to
CELRE Three Deck Barges Federal contract opportunity
Solicitation number
W912BU-24-B-0019
Issued by
Department of the Army Corps of Engineers Engineering District Philadeplhia

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This document appears to be a set of hydrostatic calculations and drawings related to a federal contract opportunity for three (3) 150-foot-long steel deck barges. The calculations were performed using the GHS software and include details on the barge's displacement, buoyancy, weight, and other physical properties across a range of drafts. The drawings provide an overview of the barge's general arrangement and related design specifications.

The related federal contract opportunity is for the fabrication and delivery of the three deck barges to support the civil works maintenance and repair mission of the Detroit District of the U.S. Army Corps of Engineers. Key details include a solicitation number of W912BU-24-B-0019, a bid guarantee and performance/payment bond requirement, and a request for information (RFI) deadline of June 21, 2024. The contract will be awarded by the USACE Philadelphia District. Contractors must be registered in the System for Award Management (SAM) and submit an annual VETS employment report.

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REV ZONE DRAWN CHKD

0 ‐ CRB HCB

1 ‐ WRH HCB

GENERAL NOTES

RESERVATIONS

NO.

SIZE REV

A 1

DATE: SCALE: SHEET 1 OF 5NTS

APP'D BY: PROJECT NO. DWG. NO.

3383 888‐B125‐01

HYDROSTATIC CALCULATIONS10FEB23 0430‐001

MARINE DESIGN CENTER

REFERENCES

CELRE DECK BARGES

DRAWN BY: CHECKED BY: 150'‐0" X 38'‐0" X 10'‐0"

CRB HCB

3118 HARRISBURG BLVD, SUITE 100

HOUSTON, TX 77003

TEL: (281) 532‐2080 ~ FAX (281) 326‐1615

www.shearer‐group.com

DATE: TSGI PROJ #:

THE SHEARER GROUP, INC.

1. ALL HYDROSTATIC CALCUTIONS PERFORMED IN GHS.

HULL LINES AND OFFSETS 883‐B105‐01 2

DESCRIPTION DWG NO. REV.

REVISION HISTORY

DESCRIPTION DATE

1. INITIAL ISSUE 10FEB23

1. Revised GHS model to have greater accuracy in rake knuckle.

31JUL23

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07/28/23 13:22:26 Bristol Harbor Group Page 1

GHS 17.50 CELRE DECK BARGE

HYDROSTATIC PROPERTIES

No Trim, No Heel, Fixed VCG = 0.00

LCF Displacement Buoyancy-Ctr. Weight/ Moment/

Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----KML-----KMT

0.250 34.99 81.82a 0.13 11.85 81.56a 123.36 6345.7 470.94

0.500 70.86 81.61a 0.25 12.04 81.26a 126.40 3210.9 241.48

0.750 107.15 81.45a 0.38 12.14 81.03a 128.37 2156.5 163.10

1.000 143.68 81.32a 0.50 12.21 80.84a 129.82 1626.3 123.16

1.250 180.35 81.20a 0.63 12.24 80.64a 130.92 1306.6 98.62

1.500 217.13 81.09a 0.76 12.28 80.45a 132.04 1094.6 82.39

1.750 254.01 80.98a 0.88 12.31 80.26a 133.16 943.6 70.86

2.000 290.98 80.88a 1.01 12.34 80.07a 134.29 830.7 62.26

2.250 328.06 80.78a 1.13 12.38 79.88a 135.42 743.0 55.61

2.500 365.23 80.68a 1.26 12.41 79.69a 136.56 673.0 50.32

2.750 402.51 80.58a 1.39 12.44 79.51a 137.72 615.9 46.02

3.000 439.88 80.48a 1.51 12.47 79.34a 138.76 567.8 42.43

3.250 477.35 80.38a 1.64 12.51 79.14a 140.00 527.9 39.46

3.500 514.92 80.29a 1.77 12.54 78.94a 141.22 493.7 36.93

3.750 552.59 80.19a 1.89 12.58 78.75a 142.44 464.0 34.75

4.000 590.37 80.09a 2.02 12.61 78.56a 143.66 438.0 32.86

4.250 628.24 79.99a 2.15 12.64 78.37a 144.88 415.1 31.21

4.500 666.22 79.90a 2.27 12.68 78.19a 146.11 394.8 29.75

4.750 704.29 79.80a 2.40 12.71 78.00a 147.36 376.6 28.46

5.000 742.46 79.70a 2.53 12.74 77.83a 148.50 360.0 27.29

5.250 780.72 79.61a 2.66 12.77 77.63a 149.82 345.4 26.27

5.500 819.10 79.51a 2.78 12.81 77.44a 151.14 332.1 25.36

5.750 857.57 79.41a 2.91 12.84 77.24a 152.45 320.0 24.53

6.000 896.14 79.31a 3.04 12.88 77.05a 153.76 308.8 23.78

6.250 934.82 79.22a 3.17 12.91 76.87a 155.07 298.6 23.11

6.500 973.59 79.12a 3.29 12.94 76.68a 156.40 289.2 22.49

6.750 1,012.46 79.02a 3.42 12.98 76.49a 157.74 280.4 21.93

7.000 1,051.43 78.93a 3.55 13.01 76.32a 158.98 272.2 21.40

7.250 1,090.49 78.83a 3.68 13.04 76.12a 160.39 264.8 20.94

7.500 1,129.66 78.73a 3.81 13.07 75.93a 161.81 257.8 20.52

7.750 1,168.94 78.63a 3.93 13.11 75.73a 163.22 251.3 20.13

7.960 1,202.00 78.55a 4.04 13.14 75.58a 164.39 246.2 19.82

8.000 1,208.31 78.54a 4.06 13.14 75.55a 164.62 245.2 19.77

8.250 1,247.78 78.44a 4.19 13.17 75.36a 166.03 239.5 19.44

8.500 1,287.35 78.34a 4.32 13.21 75.17a 167.45 234.1 19.13

8.750 1,327.02 78.24a 4.45 13.23 75.03a 168.54 228.6 18.83

9.000 1,366.73 78.15a 4.58 13.24 75.01a 168.87 222.4 18.56

9.250 1,406.44 78.06a 4.71 13.24 75.01a 169.12 216.4 18.29

9.500 1,446.15 77.98a 4.83 13.24 75.00a 169.35 210.8 18.05

9.750 1,485.86 77.90a 4.96 13.24 75.00a 169.57 205.4 17.83

10.000 1,525.58 77.82a 5.09 13.24 75.00a 169.79 200.3 17.62

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

Draft is from Baseline.

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H Y D R O S T A T I C

P R O P E R T I E S a t

L E V E L

T R I M

Baseline Draft

A f t

L C B L C F

S c a l e

F T

F w d

G e n e r a l

S c a l e

7 8

D i s p l a c e m e n t

L T

L C B u s e t o p s c a l e

V C B

K B

F T

I m m e r s i o n

L T I N

W P A

S q F T

L C F u s e t o p s c a l e

M o m e n t T r i m

F T L T I N

K M L

F T

K M T

F T

S p e c i f i c

G r a v i t y

A s s u m e d

K G

F T

T r i m i s p e r

F T

K

B a s e p l a n e

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CURVES OF FORM

HULL.C Component of Part HULL

Trim: zero Heel: zero

Ref Pt Volume Block Displ/ WaterPl MaxSect PrismaticCoefs Wetted

Depth-----(Cu Ft)----Coef---Length----Coef----Coef----Long----Vert--Surface

0.25 1256 0.898 10.6 1.000 0.988 0.909 0.984 5126.8

0.50 2542 0.899 21.5 1.000 0.986 0.912 0.981 5251.7

0.75 3845 0.902 32.5 1.000 0.987 0.914 0.981 5354.2

1.00 5155 0.904 43.6 1.000 0.988 0.916 0.981 5450.4

1.25 6471 0.908 54.8 1.000 0.990 0.917 0.982 5537.7

1.50 7791 0.911 65.9 1.000 0.992 0.919 0.983 5625.1

1.75 9114 0.914 77.1 1.000 0.993 0.920 0.983 5712.8

2.00 10441 0.916 88.4 1.000 0.994 0.922 0.982 5800.6

2.25 11771 0.918 99.6 1.000 0.995 0.923 0.982 5888.5

2.50 13105 0.920 110.9 1.000 0.995 0.924 0.981 5976.7

2.75 14443 0.921 122.2 1.000 0.996 0.926 0.980 6065.1

3.00 15783 0.923 133.6 1.000 0.996 0.927 0.980 6219.3

3.25 17128 0.925 145.0 1.000 0.996 0.928 0.979 6308.4

3.50 18476 0.926 156.4 1.000 0.996 0.929 0.978 6397.6

3.75 19828 0.928 167.8 1.000 0.997 0.931 0.976 6486.8

4.00 21183 0.929 179.3 1.000 0.997 0.932 0.975 6576.1

4.25 22542 0.931 190.8 1.000 0.997 0.933 0.974 6665.6

4.50 23905 0.932 202.3 1.000 0.997 0.935 0.973 6755.3

4.75 25271 0.933 213.9 1.000 0.997 0.936 0.972 6845.2

5.00 26640 0.935 225.5 1.000 0.998 0.937 0.971 7001.1

5.25 28013 0.936 237.1 1.000 0.998 0.938 0.970 7091.7

5.50 29390 0.937 248.8 1.000 0.998 0.940 0.969 7182.4

5.75 30771 0.939 260.4 1.000 0.998 0.941 0.968 7273.1

6.00 32155 0.940 272.2 1.000 0.998 0.942 0.967 7364.0

6.25 33543 0.942 283.9 1.000 0.998 0.943 0.966 7455.1

6.50 34934 0.943 295.7 1.000 0.998 0.945 0.964 7546.4

6.75 36329 0.944 307.5 1.000 0.998 0.946 0.963 7637.8

7.00 37727 0.946 319.3 1.000 0.998 0.947 0.962 7795.6

7.25 39128 0.947 331.2 1.000 0.998 0.948 0.961 7887.8

7.50 40534 0.948 343.1 1.000 0.998 0.950 0.960 7980.1

7.75 41943 0.949 355.0 1.000 0.998 0.951 0.959 8072.4

8.00 43356 0.951 367.0 1.000 0.998 0.952 0.958 8164.9

8.25 44772 0.952 379.0 1.000 0.999 0.954 0.957 8257.6

8.50 46192 0.953 391.0 1.000 0.999 0.955 0.956 8350.4

8.75 47615 0.955 403.0 1.000 0.999 0.956 0.955 8508.2

9.00 49040 0.956 415.1 1.000 0.999 0.957 0.956 8603.6

9.25 50465 0.957 427.1 1.000 0.999 0.958 0.957 8697.9

9.50 51890 0.958 439.2 1.000 0.999 0.960 0.958 8792.1

9.75 53315 0.959 451.3 1.000 0.999 0.961 0.959 8886.4

10.00 54740 0.960 463.3 1.000 0.999 0.962 0.960 8980.6

Distances in FEET.------------Length is 150.00-------------------------------

HULL Reference Point: Long.= 0.00 Trans.= 0.00 Vert.= 0.00

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C U R V E S o f

F O R M

H U L L C

C o m p o n e n t o f

P a r t

H U L L

Depth in FEET

C o e f f i c i e n t

S c a l e

G e n e r a l

S c a l e

V o l u m e

C U F T

B l o c k

C o e f

D i s p l L e n g t h

R a t i o

W a t e r p l a n e

C o e f

M a x i m u m

S e c t i o n

C o e f

L o n g

P r i s m a t i c

V e r t i c a l

P r i s m a t i c

W e t t e d

S u r f a c e

S Q F T

D e p t h i s r e l a t i v e t o

H U L L

R e f e r e n c e

P o i n t

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