port and harbor engineering 5

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Page 1: PORT and Harbor Engineering 5

Port and Harbor Engineering

Radianta TriatmadjaLecture note 5

Page 2: PORT and Harbor Engineering 5

Basin Design

Basin DesignResume of the 4th Lecture

Page 3: PORT and Harbor Engineering 5

Tidal constants

n

ii

ii T

tA1

2cos

Amplitude

Phase

Period

Phase : change with time and place

Amplitude : change with location but not with time

Period : Doesn’t change with time and location

N = 200, 9 are normally used

Page 4: PORT and Harbor Engineering 5

Most ImportantTidal Constants

• S2 • M2• O1• K1

MWL = Mean Water LevelHWL = High Water LevelLWL = Low Water LevelCDL = Chart Datum LevelCDL = MWL-Amplitude of (S2+M2+O1+K1)

Page 5: PORT and Harbor Engineering 5

40.Air Pelayaran Sebelah Barat Surabaya (Karang Jamuang)

0

4

8

12

16

20

24

0 100 200 300 400 500 600 700 800 900 1000 1100 1200

Time

Elev

asi

An Example of Water level Fluctuation

hours

dm

NeapSpring

Page 6: PORT and Harbor Engineering 5

Tidal Constant

Main lunar semi-diurnal componentMain Solar semi-diurnal componentLunar component due to monthly variation in moon’s distance from earth

Soli-lunar constituent due to changes in declination of sun and moon throughout their orbital cycle

Soli-lunar componentMain lunar diurnal componentMain solar diurnal component

Moon’s biweekly component

12.4212.0012.66

11.97

23,9325.8224.07

327.86

M2S2N2

K2

K1O1P1

123

4

56 7

8

Semi diurnal

Diurnal

Long period

RemarkPeriod(hrs)

Symbol

NoType of Tides

Page 7: PORT and Harbor Engineering 5

Ship : 8000 DWT

MSL = 0,0 ; Amplitude of S1 = 0.2; M2 = 0.3, O1 = 0.4 ; K1 =0.6.

Dredging 0.5; Sounding tolerance = 0.5, Sediment = 0.5 m

Volume of Dredging ?

CDL = 0.0- (0.2+0.3+0.4+0.6) = - 1.50 m

Draft = 8.0 m

Basin Depth = 8.0x 1.14= 9.1 m

Depth required for dredging = 9.1+1.5=10.6 m

Bottom level = -1.50 -10.6 = -12.10 m

Page 8: PORT and Harbor Engineering 5

Example

-2

-4

-6

-10

-15

-20

-0

Ship : 8000 DWT (2 ships maximum at a time) 1000 DWT (12 Ships at a time)

MSL = 0,0 ; Amplitude of S1 = 0.2; M2 = 0.3, O1 = 0.4 ; K1 =0.6

Volume of Dredging ?

1500 m

1000 m

200 m

Harbor

Page 9: PORT and Harbor Engineering 5

Size of Basin

Basin area should accommodate:• Space for Berthing (loading & unloading)• Space for ships anchored • Space for ships maneuver (Waterway

should be clear all time)

Page 10: PORT and Harbor Engineering 5

Size of Wharf and area of berthPassenger ships

1.22280230300001.21240198200001.23220179150001.23190154100001.2017014280001.2515012050001.211209930001.14100882000

LOB/LOALength Of Berth

Length of Ship (LOA)

Size (GT)

Average LOB/LOA = 1.21

Page 11: PORT and Harbor Engineering 5

Size of Wharf and area of berthCargo Ships

1.273302591000001.30280216500001.29240186300001.24170137100001.2716012680001.1913010950001.201109230001.2580641000

LOB/LOALength Of Berth

Length of Ship (LOA)

Size (DWT)

Average LOB/LOA = 1.25

Page 12: PORT and Harbor Engineering 5

Wharf and Pier

LOA LOA

LOB

Page 13: PORT and Harbor Engineering 5

Wharf and Pier

LOALOB

Page 14: PORT and Harbor Engineering 5

Example

• After some analysis it was found that the wharf should be able to serve 3 passanger ships at the same time. All of them are 3000 GT. How long is the total Wharf length?

Answer :According to table >> Each ships should

have 120 meter of berth. The total berthing space is 360 meters.

Page 15: PORT and Harbor Engineering 5

Area of Basin for Anchorage

L+4 D +145 mWind Velocity 30m/s

L+3 D +90 mWind Velocity 20m/sMooring during Storm

L+4.5D +25 mBad anchoring

L+4.5D Good anchoringMooring with 2 Anchors

L+6D+30 mBad anchoring

L +6DGood anchoringSwinging mooring

Offshore waiting or Cargo handling

RadiusSea bed, Soil, or Wind

Mooring TypeObjective

Page 16: PORT and Harbor Engineering 5

Area of Basin for Ship Maneuvering

Turning Basin• At least equals the area of circle with R

=1.5 L

Page 17: PORT and Harbor Engineering 5

Calmness of the Basin

0.7 ~ 1.5Very Large Vessel(> 50 000 GT)

0.5 meterIntermediate and Large Vessels

0.3 meterSmall Vessel( < 500 GT)

Maximum Wave Height (H33)

Size of Ship

Page 18: PORT and Harbor Engineering 5

Example

• The amplitude of M2, S2, O1 and K1 are 0.5 m, 0.3 m, 0.1 m and 0.2 m respectively.

What is the quay wall crown level for large ships?

Page 19: PORT and Harbor Engineering 5

Length of Berth

5015)1( nnLL OAPeLd P 2

)2/(3 edAb

ed

15 m 25 m

Lp

Page 20: PORT and Harbor Engineering 5

Size of Wharf and area of berthPassenger ships (one)

280240220190170150120100

Length Of Berth(OCDI)

1.0280230300000.96248198200000.96229179150000.93204154100000.8819214280000.8817012050000.801499930000.75133882000

LOB/LOA(OCDI/BT)

Length Of Berth(BT)

Length of Ship (LOA)

Size (GT)

Page 21: PORT and Harbor Engineering 5

Size of Wharf and area of berthPassenger ships (three ships)

840720660570510450360300

Length Of Berth

1.22770230300001.21674198200001.23617179150001.23542154100001.2050614280001.2544012050001.213779930001.14344882000

LOB/LOALength Of Berth (BT)

Length of Ship (LOA)

Size (GT)

Page 22: PORT and Harbor Engineering 5

0100200300400

500600700800900

0 5000 10000 15000 20000 25000 30000 35000

Gross Ton

Berth Length

OCDI

Page 23: PORT and Harbor Engineering 5

Example of Wharf

Page 24: PORT and Harbor Engineering 5

Crown Height of QuayWallsAbove HWL

0.5 ~ 1.5 m0.3 ~ 1.0 mFor Small ship (Draft < 4.5 m)

1.0 ~ 2.0 m0.5 ~ 1.5 mFor Large Ship (Draft > 4.5 m)

Tidal Range < 3.0 meter

Tidal Range >=3.0 meter

Page 25: PORT and Harbor Engineering 5

Crown Elevation

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Problems of Appron Elevation

Page 34: PORT and Harbor Engineering 5

Floating Wharf

Page 35: PORT and Harbor Engineering 5

Width of Pier

LOALOB

B

Page 36: PORT and Harbor Engineering 5

Small Pier

Office Office

Page 37: PORT and Harbor Engineering 5

Small Passenger pier

Office

Water depth sufficient no dredging required

Page 38: PORT and Harbor Engineering 5

Space beteween ships35 – 50 m