517
Figure4.Thebasicmodelforcalculationofwindpressure.
[M.Szymoński]
Table1.MomentduetowindpressureofM/F“Polonia”
_______________________________________________
Draught:5,00m
_______________________________________________
Item AreaWindpr. W.force VCG* V.moment
m² N/m² Tonnes m Tonn.M
_______________________________________________
Windage
area 3700,40 120,00 45,27 14,44 653,84
_______________________________________________
Displacementatdraught5,00m 13667,00
_______________________________________________
Draught:6,20m
_______________________________________________
Item AreaWindpr. W.force VCG* V.moment
m² N/m² Tonnes m Tonn.M
_______________________________________________
Windage
area 3505,90 120,00 42.89 14,47 620,73
_______________________________________________
Displacementatdraught6,20m 18107,00
_______________________________________________
[M.Szymoński]
Table2.MomentduetowindpressureofM/F“GRYF”
_______________________________________________
Draught:5,00m
_______________________________________________
Item AreaWindpr. W.force VCG* V.moment
m² N/m² Tonnes m Tonn.M
_______________________________________________
Windage
area 2449.5 120,00 29.96 12,00 359.56
_______________________________________________
Displacementatdraught5,00m 10910,00
_______________________________________________
Draught:5,90m
_______________________________________________
Item AreaWindpr. W.force VCG* V.moment
m² N/m² Tonnes m Tonn.M
_______________________________________________
Windage
area 2323.5 120,00 28,42 12.45 353.85
_______________________________________________
Displacementatdraught5,90m 13692,00
_______________________________________________
[M.Szymoński]
The above results are made for ships in ballast
conditions (maximum windage area for T= 5.00 m)
andfully loaded(T= 6.20m andT=5.90‐“Polonia”
and“Gryf”,respectively).
To compare the analysed manoeuvring
characteristics of both ferries the following data,
showninTable3,shouldbetakeninto
consideration.
For maximum draught of ferry “Polonia”, equal
6.20m,thewindpressureof120N/m²(6ºB)which
createstheforceof42,89Tonnesisbeingdefeatedby
near twice greater side thrusters force of 84,84
Tonnes.
Atthesame time, for maximumdraughtof ferry
“Gryf”,equal5.90
m,thewindpressureof120N/m²
is only balanced out by side thrusters with towing
forceof27,57Tonnes.
Table3.Thecomparisionofdata.
_______________________________________________
FerryWindforceforThrusterstowing
pressure120N/m² force
[tonnes][tonnes]
_______________________________________________
POLONIA
T=6.20m 42,8984,84
GRYF
T=5.90m 28.4227,57
_______________________________________________
[M.Szymoński]
3 CONCLUSIONS
Presented results and analyse of wind moments for
both of ferries are made for static wind influence
blowingatrightangleagainstthewindageareaofthe
ship.
The relationship between wind force‐in meters
persecondandwindpressureonthewindagearea–
inN/m²,areshown
inFig.5.
Figure5.Therelationshipbetweenthewindforceandwind
pressure.[M.Szymoński]
Fig. 6 and Fig. 7 are showing the relationship
between the wind pressure on the windage area of
ferries: “Polonia” and “Gryf”, respectively‐and the
windforcepushingtheship. Thesefigurescanalsobe
used for determination of safe range of static wind
effect against the side thrusters. For M/F
“Polonia”
thesaferangeofthewindeffectisdeterminedas19
m/sor8°B.Intheabovesaidrangeofthewindthe
safemanoeuvringoperationscanbeexpected.
Figure6. The relationship between wind presure and
wind/thrusters towing force for M/F “Polonia”.
[M.Szymoński]