CN116341424A - Comprehensive calculation method for water flow force acting on ship - Google Patents

Comprehensive calculation method for water flow force acting on ship Download PDF

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CN116341424A
CN116341424A CN202310620915.1A CN202310620915A CN116341424A CN 116341424 A CN116341424 A CN 116341424A CN 202310620915 A CN202310620915 A CN 202310620915A CN 116341424 A CN116341424 A CN 116341424A
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肖辉
李焱
陈汉宝
戈龙仔
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Tianjin Research Institute for Water Transport Engineering MOT
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Abstract

The invention discloses a comprehensive calculation method of water flow force acting on a ship, which belongs to the technical field of port and channel engineering and comprises the following steps: determining main parameters required by calculation, including design water level, design mud elevation, water flow velocity, vertical line length, width, ship draft corresponding to ship loading degree, ship waterline length and ship square coefficient; judging the directions of the transverse component force, the longitudinal component force and the deflection moment of the water flow force, and determining the flow direction angle of the water flow and the longitudinal axis of the ship; calculating the designed water depth; and thirdly, calculating a transverse component of the water flow force acting on the ship, a longitudinal component of the water flow force acting on the ship and a deflection moment of the water flow force acting on the ship. The calculation method solves the problems of inconvenience in consulting the graph, small calculation result and the like in the traditional method, thereby improving the accuracy and the practicability of water flow force calculation in port engineering.

Description

Comprehensive calculation method for water flow force acting on ship
Technical Field
The invention belongs to the technical field of port and channel engineering, and particularly relates to a comprehensive calculation method of water flow force acting on a ship.
Background
Along with the continuous improvement of the technical level of coastal port construction in China and the development of the enlargement and specialization of ships in the world, wharfs also show the trend of enlargement and deep hydration. A number of large open deepwater terminals such as ocean mountain ports, ningbo ports, zhoushan ports and the like have been built at present. However, the moored waters of open deepwater wharfs are subjected to complex natural environmental conditions such as wind, waves, currents, etc. In addition, the large ship is large in size, deep in draft and high in superstructure, so that under the action of wind, waves and currents, the stress area is large, and the motion response of the ship, the mooring force of the ship and the impact force are increased. The excessive ship movement amplitude can influence the normal loading and unloading operation of the wharf, for example, the generated ship impact force and mooring force are too large, and cable breakage accidents are easy to cause, so that serious threat is formed to the safe production of the wharf and the ship. Therefore, in dock design, the ship load is an important consideration, and reasonable determination of the ship load is important to ensure safe operation of the dock.
In ports where ships are built in islands, the water flow force is an important component of the ship load, especially in situations where the waves are somewhat covered and attenuated. The influence on the ship operation and mooring safety increases because the water flow direction in the island group is rapid and greatly changed. For example, in a certain harbor area of the mountain harbor in China, cable breakage accidents have occurred, wherein water flow is an important accident factor.
Many scholars at home and abroad research the water flow force acting on the ship and obtain a certain research result. These achievements are applied in international organization and in guidelines or standard specifications of various countries, including the "mooring facility guidelines" of the international maritime forum (OCIMF) of petroleum companies, the "maritime building headquarters" of the united kingdom, the "Design of Marine Facilities" ASCE in the united states, the Third Edition "of the united states department of defense design manual (UFC), the japanese standard (OCDI) and the current" harbour engineering load specifications "of our country (JTS 144-1-2010). However, there is a certain difference in water flow force calculated using the standard specifications of these countries.
At present, in the internationally common water flow force calculation method, the water flow force is generally decomposed into transverse component force perpendicular to the longitudinal axis of the ship
Figure SMS_1
Longitudinal component parallel to the longitudinal axis of the ship +.>
Figure SMS_2
And the deflection moment generated by the action of the water flow on the ship>
Figure SMS_3
The general formula for calculating the water flow force is as follows:
water flow force transverse component:
Figure SMS_4
(1)
longitudinal component of water flow force:
Figure SMS_5
(2)
deflection moment:
Figure SMS_6
(3)
or:
Figure SMS_7
(4)
wherein:
Figure SMS_9
-the coefficient of the lateral component of the water flow force; />
Figure SMS_11
-the longitudinal component coefficient of the water flow force; />
Figure SMS_13
-a hydraulic deflection torque coefficient; />
Figure SMS_10
-water flow force eccentricity coefficient; />
Figure SMS_12
-water density; />
Figure SMS_14
-water flow rate; />
Figure SMS_15
-the vertical line of the vessel is long; />
Figure SMS_8
-a vessel draft corresponding to the vessel loading.
From the above formula, it is known that under the condition of knowing the ship scale, the water flow velocity and the water flow direction, the water flow force is calculated by taking the water flow force transverse component coefficient, the water flow force longitudinal component coefficient, the water flow force deflection moment coefficient, the water flow force eccentric coefficient and other coefficients into consideration. These coefficients are related to factors such as the ship type, relative water depth (water depth/ship draft or ship draft/water depth), and angle of flow (angle of water flow from the longitudinal axis of the ship).
The relationship charts of transverse component coefficients and longitudinal component coefficients of water flow force, flow direction angles and relative water depths of tankers and LNG ships under different loading degrees are provided in guidelines and standard specifications at home and abroad. However, for other ship types such as container ships, etc., no corresponding data is given. For example, the OCIMF "mooring facility guidelines" provides data for tankers and LNG vessels, and the British "general marine architecture guidelines" only contains plots of the transverse component coefficients of water flow versus angle for dry cargo vessels, tankers and container vessels under deep water conditions, and provides a map of correction coefficients for the effect of relative water depths, but does not indicate vessel loading and does not contain other vessel types such as LNG vessels. Similarly, the us ASCE Design of Marine Facilities, third Edition and japanese specifications also provide graphs of the transverse component coefficients of water flow force as a function of direction angle and relative water depth, but do not specify the ship type and its loading.
In addition, in China, the port engineering load Specification has some defects in the calculation method. First, the ship type is not specified; secondly, when the flow direction angle of the water flow is more than or equal to 0 degree and less than 15 degrees or more than or equal to 165 degrees and less than or equal to 180 degrees, the transverse component force coefficient of the water flow force is the same, which is not in accordance with the actual situation; thirdly, when the included angle between the water flow direction and the longitudinal axis of the ship is 90 degrees, the calculated transverse component force is 0, and the longitudinal component force is maximum, contrary to common knowledge, in fact, in this case, the transverse component force should reach the maximum value, and the longitudinal component force should be 0; fourth, the relative water depth range in the current calculation method is 1.1-1.5, and corresponding data is not provided for the case that the water depth/ship draft is greater than 1.5; finally, the results of the calculations are significantly smaller than the international standard specifications and test results, which are indicated in some published papers.
The method for determining the component force coefficient of the water flow force is basically described by a relation graph or a table, and if the influence of various ship types and different loading degrees is considered, a large number of relation graphs and tables are needed for investigation, so that the method is difficult to use and inconvenient to use. Meanwhile, the water flow calculated by adopting the standard specifications of each country also has certain difference, and the calculation result of the current specification of China is obviously smaller than the international standard specification and test result, and the defects still exist, so how to more reasonably determine the water flow used on the ship is one of the key problems to be solved in the technical field of the current port channel engineering.
Disclosure of Invention
Aiming at the problems existing in the prior art, the invention provides a comprehensive calculation method for water flow force acting on a ship, which solves the problems of inconvenience and inaccuracy in calculation of water flow force components acting on the ship in the port engineering field.
The invention is realized in such a way that a comprehensive calculation method of water flow force acting on a ship is characterized in that: the method comprises the following steps:
determining main parameters required by calculation, including design water level, design mud elevation, water flow velocity, vertical line length, width, ship draft corresponding to ship loading degree, ship waterline length and ship square coefficient;
judging the directions of the transverse component force, the longitudinal component force and the deflection moment of the water flow force, and determining the flow direction angle of the water flow and the longitudinal axis of the ship; calculating the designed water depth;
and thirdly, calculating a transverse component of the water flow force acting on the ship, a longitudinal component of the water flow force acting on the ship and a deflection moment of the water flow force acting on the ship.
In the above technical solution, it is preferable that the transverse component of the water flow force acting on the ship is
Figure SMS_16
,/>
Figure SMS_17
The calculation is performed according to the following formula:
Figure SMS_18
in the method, in the process of the invention,
Figure SMS_19
-the coefficient of the lateral component of the water flow force;
Figure SMS_20
-water density;
Figure SMS_21
-water flow rate;
Figure SMS_22
-the vertical line of the vessel is long;
Figure SMS_23
-a vessel draft corresponding to the vessel loading.
In the above technical solution, it is preferable that the water flow force transverse component coefficient
Figure SMS_24
The calculation is performed according to the following formula:
Figure SMS_25
in the method, in the process of the invention,
Figure SMS_26
-a vessel draft corresponding to the vessel loading;
d-design water depthdDesign water level-design mud level elevation;
Figure SMS_27
、/>
Figure SMS_28
-model coefficients set according to a physical model test of the water flow forces acting on the vessel;
Figure SMS_29
-angle of flow of water with respect to the longitudinal axis of the vessel.
In the above technical solution, it is preferable that the longitudinal component of the water flow force acting on the ship
Figure SMS_30
,/>
Figure SMS_31
The calculation is performed according to the following formula:
Figure SMS_32
in the method, in the process of the invention,
Figure SMS_33
-a longitudinal component of force generated by the shape resistance;
Figure SMS_34
-a longitudinal component of force caused by frictional resistance.
In the above-described aspect, it is preferable that the longitudinal component force generated by the shape resistance force
Figure SMS_35
The calculation is performed according to the following formula:
Figure SMS_36
in the method, in the process of the invention,
Figure SMS_37
-a longitudinal shape drag coefficient of the vessel;
Figure SMS_38
-water density;
Figure SMS_39
-water flow rate;
Figure SMS_40
-width of the vessel;
Figure SMS_41
-a vessel draft corresponding to the vessel loading;
Figure SMS_42
-the angle of flow of the water flow with respect to the longitudinal axis of the vessel;
design water depth asd=Design water level-design mud level elevation, whend/D≤1.5,
Figure SMS_43
When =0.27d/D>1.5,
Figure SMS_44
=0.17。
In the above-described aspect, it is preferable that the frictional resistance generates a longitudinal component force
Figure SMS_45
The calculation is performed according to the following formula:
Figure SMS_46
in the method, in the process of the invention,
Figure SMS_47
-coefficient of friction of the hull;
Figure SMS_48
-water density;
Figure SMS_49
-water flow rate;
Figure SMS_50
-wet surface area below the waterline of the vessel;
Figure SMS_51
-angle of flow of water with respect to the longitudinal axis of the vessel.
In the above technical solution, it is preferable that the friction resistance coefficient of the hull
Figure SMS_52
The calculation is performed according to the following formula:
Figure SMS_53
in the method, in the process of the invention,
Figure SMS_54
-reynolds number of the water flow acting on the vessel;
Figure SMS_55
-hull roughness correction coefficient->
Figure SMS_56
0.4X10-3 was taken.
In the above technical solution, it is preferable that the Reynolds number of the water flow acting on the ship
Figure SMS_57
The calculation is performed according to the following formula:
Figure SMS_58
in the method, in the process of the invention,
Figure SMS_59
-water flow rate;
Figure SMS_60
-long waterline of the vessel;
Figure SMS_61
-the kinematic viscosity coefficient of water;
Figure SMS_62
-angle of flow of water with respect to the longitudinal axis of the vessel.
In the above technical solution, it is preferable that the wet surface area below the waterline of the ship
Figure SMS_63
The calculation is performed according to the following formula:
Figure SMS_64
in the method, in the process of the invention,
Figure SMS_65
-long waterline of the vessel;
Figure SMS_66
-a vessel draft corresponding to the vessel loading;
Figure SMS_67
-square coefficients of the vessel;
Figure SMS_68
-width of the vessel.
In the above-described solution, it is preferable that the water flow force acting on the ship deflects the moment
Figure SMS_69
,/>
Figure SMS_70
The calculation is performed according to the following formula:
Figure SMS_71
in the method, in the process of the invention,
Figure SMS_72
-eccentricity factor;
Figure SMS_73
-a transverse component of the water flow force acting on the vessel;
Figure SMS_74
-the vertical line of the vessel is long.
The invention has the advantages and effects that:
according to the comprehensive calculation method for the water flow force acting on the ship, provided by the invention, the influence of different types of ship types on the water flow force is comprehensively considered, and the load condition of the ship under the action of the water flow can be more accurately calculated by establishing the relation between the characteristic coefficients of different ship types and the water flow force. Compared with the inconvenience of consulting a large number of different graphs when using the universal standard, the method provides a more convenient and efficient way for calculating the water flow force component by simplifying the calculation process.
Through verification, the result obtained by the method is basically consistent with the actual test result, and the difference is smaller than the calculation result of the international main standard specification. Compared with the existing calculation method in China, the calculation method provided by the invention can more accurately estimate the water flow force, and makes up the defect of the existing method in the aspect of water flow force calculation.
The calculation method provided by the invention can be used for more scientifically evaluating the load condition of the ship brought by the water flow in the port, thereby being beneficial to reasonably designing the port and formulating an effective ship operation strategy. In addition, the calculation method of the invention can be widely applied to the fields of ship design, port engineering, navigation safety and the like, and has wide application prospect and economic benefit.
In conclusion, the calculation method provided by the invention has remarkable advantages and practical application value in the technical field of port channel engineering, can solve the load problem of the ship under the action of water flow, provides scientific technical support for reasonable design of port engineering and ship operation safety, has wide application potential in the fields of ship design, port engineering, navigation safety and the like, and is expected to generate positive social and economic benefits in the related fields.
Drawings
FIG. 1 is a cross-sectional view of a ship berthing dock front in an embodiment of the present invention;
FIG. 2 is a schematic view of the direction of flow angle and water flow direction when the ship is port;
FIG. 3 is a schematic view of the direction of flow angle and direction of water flow when starboard flows;
FIG. 4 is a graph showing the comparison between the calculated result and the test result of the horizontal component of the water flow force in the embodiment of the invention;
FIG. 5 is a graph showing the comparison between the calculated results and the test results of the longitudinal component of the water flow force in the embodiment of the invention;
FIG. 6 is a graph showing the comparison between the calculated results and the test results of the hydraulic deflection moment in the embodiment of the present invention;
FIG. 7 is a graph showing the comparison between the calculation result of the horizontal component of the water flow force and the international standard calculation result in the embodiment of the present invention;
FIG. 8 is a graph comparing the calculation result of the longitudinal component of the water flow force with the international standard calculation result in the embodiment of the present invention;
FIG. 9 is a graph comparing the calculated results of the deflection moment of the water flow force with the calculated results of the international standard in the embodiment of the present invention;
FIG. 10 is a flow chart of a method in an embodiment of the invention.
Detailed Description
The present invention will be described in further detail with reference to the following examples in order to make the objects, technical solutions and advantages of the present invention more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
In order to solve the problems of inconvenience and inaccuracy in calculation of water flow force components acting on ships in the field of port engineering, the invention particularly provides a comprehensive calculation method of water flow force acting on ships. For further explanation of the structure of the present invention, the detailed description is as follows in connection with the accompanying drawings:
a comprehensive calculation method of water flow force acting on a ship comprises the following steps:
step one, determining main parameters required by calculation, including design water level, design mud level elevation and water flow velocity
Figure SMS_75
Vertical line length of ship->
Figure SMS_76
Ship width->
Figure SMS_77
Ship draft corresponding to the ship loading level +.>
Figure SMS_78
Ship waterline length->
Figure SMS_79
And square coefficient of ship>
Figure SMS_80
Judging the directions of the transverse component force, the longitudinal component force and the deflection moment of the water flow force, and determining the flow direction angle of the water flow and the longitudinal axis of the ship; and calculating the designed water depth. That is, whether the water flow flows from the port side or the starboard side of the ship is analyzed, and the flow direction angle of the water flow and the longitudinal axis of the ship, the transverse component of the water flow force, the longitudinal component of the water flow force and the direction of the deflection moment of the water flow force are determined. Design water depth asddDesign water level-design mud level elevation.
And thirdly, calculating a transverse component of the water flow force acting on the ship, a longitudinal component of the water flow force acting on the ship and a deflection moment of the water flow force acting on the ship.
The transverse component of the water flow force acting on the ship is
Figure SMS_81
,/>
Figure SMS_82
The calculation is performed according to the following formula:
Figure SMS_83
(5)
in the method, in the process of the invention,
Figure SMS_84
-the coefficient of the lateral component of the water flow force; />
Figure SMS_85
-Water tightness (t/m) 3 );/>
Figure SMS_86
-water flow velocity (m/s); />
Figure SMS_87
-the vertical line length (m) of the vessel; />
Figure SMS_88
-a vessel draft (m) corresponding to the vessel loading.
Setting a ship type coefficient:
the method comprises the steps of establishing a physical model test study of water flow force acting on a ship, wherein a physical model is mainly designed according to geometric similarity and gravity similarity criteria, and ensuring the reliability and the practicability of the model by using the two criteria.
The geometric scale, shape, draft and other data of the ship model in the physical model are obtained according to a certain scale-reducing proportion according to a ship model diagram. The test respectively measures various ship type data, and the transverse force of the bow, the transverse force of the stern, the longitudinal force and the moment born by the ship model under the conditions of different draft and different water depths respectively and reversely calculates the transverse component force coefficient of the water flow force according to the data
Figure SMS_89
Longitudinal component force coefficient of water flow force->
Figure SMS_90
Eccentric coefficient of water flow force +.>
Figure SMS_91
And analyzing each coefficient and ship type, flow direction angle +.>
Figure SMS_92
Design depth of waterdShip draft corresponding to the ship loading level +.>
Figure SMS_93
A functional relationship between them.
Coefficient of transverse component of force for water flow
Figure SMS_94
To integrate the effects of different ship types, the coefficients +.>
Figure SMS_95
And->
Figure SMS_96
Values. And by testing different ship types and fitting out the function curve, the function curve fitted by each type of tested ship type is well fitted with the test value. This way, the different ship types can be represented by means of coefficients and valuesAnd the characteristics are further used for calculating and predicting the transverse component force of the water flow force.
Through physical model test, the coefficients are set
Figure SMS_97
Sum coefficient->
Figure SMS_98
Selected as in table 1 below:
table 1 coefficients
Figure SMS_99
Sum coefficient->
Figure SMS_100
Is of the value of (2)
Figure SMS_101
Coefficient of longitudinal component of force for water flow
Figure SMS_103
Divided into longitudinal shape drag coefficient of ship>
Figure SMS_107
And coefficient of friction of hull->
Figure SMS_110
Wherein->
Figure SMS_104
Is related to the water depth to draft ratio. When (when)d/D≤1.5,/>
Figure SMS_106
Taking 0.27; when (when)d/D>1.5,/>
Figure SMS_109
Take 0.17./>
Figure SMS_112
Reynolds number and hull roughness correction coefficient for the effect of the water flow on the vessel>
Figure SMS_102
Related to; eccentric coefficient for water flow force->
Figure SMS_105
The influence degree of the change of the flow direction angle is the greatest, the influence of other factors is relatively negligible, and the water flow force eccentric coefficient is obtained by analysis according to the test result>
Figure SMS_108
And the flow direction angle->
Figure SMS_111
A relationship value.
Eccentric coefficient of water flow force
Figure SMS_113
Selected as in table 2 below.
TABLE 2 Water flow force eccentricity coefficient
Figure SMS_114
Figure SMS_115
The coefficients are derived based on experimental data and theory of physical models of water flow forces acting on the ship and can be used for numerical simulation or prediction of the behavior of different types of physical models of the ship. The derivation of these coefficients is generally based on existing scientific techniques and known means. In the fields of physics, engineering, chemistry, etc., many experimental and theoretical-based methods have been developed to determine these coefficients, such as regression analysis, least squares, finite element methods, etc. By means of these methods, the experimental data can be processed and analyzed, and the required operational coefficients can be extracted therefrom. In addition, there are many mathematical and computational tools available for solving unknown parameters in model equations, such as numerical optimization, calculus, linear algebra, and the like. These tools and techniques can assist in determining these coefficients and further optimize and verify the accuracy and reliability of the physical model.
Coefficient of transverse component of water flow force
Figure SMS_116
The calculation is performed according to the following formula:
Figure SMS_117
(6)
in the method, in the process of the invention,
Figure SMS_118
-a vessel draft (m) corresponding to the vessel loading;d-designing the water depth (m); />
Figure SMS_119
、/>
Figure SMS_120
-setting coefficients of the vessel based on a physical model test of the water flow forces acting on the vessel; />
Figure SMS_121
-the angle of flow (°) of the water flow with respect to the longitudinal axis of the vessel;
Figure SMS_122
is the base of natural logarithms.
Longitudinal component of water flow force acting on ship
Figure SMS_123
,/>
Figure SMS_124
The calculation is performed according to the following formula:
Figure SMS_125
(7)
in the method, in the process of the invention,
Figure SMS_126
-a longitudinal component (kN) produced by the shape resistance; />
Figure SMS_127
-a longitudinal component (kN) produced by the frictional resistance.
Longitudinal force component due to shape resistance
Figure SMS_128
The calculation is performed according to the following formula:
Figure SMS_129
(8)
in the method, in the process of the invention,
Figure SMS_130
-a longitudinal shape drag coefficient of the vessel; />
Figure SMS_131
-Water tightness (t/m) 3 );/>
Figure SMS_132
-water flow velocity (m/s);
Figure SMS_133
-width (m); />
Figure SMS_134
-a vessel draft (m) corresponding to the vessel loading; />
Figure SMS_135
-the angle of flow (°) of the water flow with respect to the longitudinal axis of the vessel;
when (when)d/D≤1.5,
Figure SMS_136
Taking 0.27;
when (when)d/D>1.5,
Figure SMS_137
Take 0.17.
Longitudinal component of friction resistance
Figure SMS_138
The calculation is performed according to the following formula:
Figure SMS_139
(9)
in the method, in the process of the invention,
Figure SMS_140
-coefficient of friction of the hull; />
Figure SMS_141
-water density; />
Figure SMS_142
-water flow rate; />
Figure SMS_143
-wet surface area below the waterline of the vessel; />
Figure SMS_144
-angle of flow of water with respect to the longitudinal axis of the vessel.
Wherein the friction resistance coefficient of the ship body
Figure SMS_145
The calculation is performed according to the following formula:
Figure SMS_146
(10)
in the method, in the process of the invention,
Figure SMS_147
-reynolds number of the water flow acting on the vessel; />
Figure SMS_148
-hull roughness correction coefficient->
Figure SMS_149
Taking 0.4X10 -3
Wherein the Reynolds number of the water flow acting on the ship
Figure SMS_150
The calculation is performed according to the following formula:
Figure SMS_151
(11)
in the method, in the process of the invention,
Figure SMS_152
-water flow velocity (m/s); />
Figure SMS_153
-the waterline length (m) of the vessel; />
Figure SMS_154
-the kinematic viscosity coefficient of water (m 2/s); />
Figure SMS_155
-the angle of flow (°) of the water flow with respect to the longitudinal axis of the vessel.
Wherein the kinematic viscosity coefficient of water
Figure SMS_156
The values of table 3 may be used;
TABLE 3 kinematic viscosity coefficient of water
Figure SMS_157
Wherein the wet surface area is below the waterline of the vessel
Figure SMS_158
The calculation is performed according to the following formula:
Figure SMS_159
(12)
in the method, in the process of the invention,
Figure SMS_160
-the waterline length (m) of the vessel; />
Figure SMS_161
-a vessel draft (m) corresponding to the vessel loading; />
Figure SMS_162
-square coefficients of the vessel; />
Figure SMS_163
-width (m).
Water flow force deflection moment acting on ship
Figure SMS_164
,/>
Figure SMS_165
The calculation is performed according to the following formula:
Figure SMS_166
(13)
in the method, in the process of the invention,
Figure SMS_167
-water flow force eccentricity coefficient; />
Figure SMS_168
-a transverse component (kN) of the water flow force acting on the vessel; />
Figure SMS_169
-the vertical line length (m) of the vessel.
By taking a certain engineering as an embodiment
Step one:
according to the project feasibility study report, the project is stopped at a 30-ten thousand-ton tanker, and the ship-shaped scale is designed as shown in Table 4. Designing high water level +5.8, low water level +2.6m, and mud elevation-22.15 m, see FIG. 1, water flow rate
Figure SMS_170
1.5m/s.
Table 4 30 ten thousand ton tanker scale
Figure SMS_171
Step two:
analyzing water flowDetermining the flow direction angle of water flow and the longitudinal axis of the ship from the starboard incoming flow or the starboard incoming flow of the ship
Figure SMS_172
As well as the direction of the lateral force component of the water flow force, the longitudinal force component of the water flow force and the deflection moment of the water flow force, see in detail figures 2 and 3. In this embodiment, the water flows from the port side of the vessel, and the flow angle of the water flow and the longitudinal axis of the vessel is +.>
Figure SMS_173
15 deg..
Calculating the design water depthdDesign water depthd=Design water levelDesign mud surface heightAnd (5) processing. In the present embodiment of the present invention,taking design of low water level as an example, design of water depthd=Design of low water level-Design mud elevation=2.6- (-22.15) =24.75 m.
Step three:
calculating the transverse component of the water flow force acting on the ship, wherein the calculation formulas are shown in the formula (5) and the formula (6), and the coefficients are as follows
Figure SMS_176
: sea cargo 0.38, inland cargo 0.33, square barge 0.36 for coefficient +.>
Figure SMS_178
: sea cargo ship 0.05, inland cargo ship 0.10, square barge 0.30. In this embodiment, the 30 ten thousand ton tanker belongs to the offshore cargo ship, coefficient
Figure SMS_179
Sum coefficient->
Figure SMS_175
0.38 and 0.05 were taken separately. The draft of the ship when fully loaded>
Figure SMS_177
Is 22.5m, designs the water depth of low water leveld24.75m, the angle of flow of the water flow with respect to the longitudinal axis of the vessel +.>
Figure SMS_180
15 degrees, water is sea water, and water is watertight>
Figure SMS_182
=1.025t/m 3 Water flow speed->
Figure SMS_174
1.5m/s, the vertical line length of the ship is +.>
Figure SMS_181
326m, solving the above formula in a combined way to calculate the transverse component of the water flow force +.>
Figure SMS_183
Calculating longitudinal component force of water flow force acting on ship, the calculation formula is shown in the above formula (7) -formula (12), wherein, for the longitudinal shape of ship, the resistance coefficient
Figure SMS_184
When the water depth is designeddIs in draft with the shipDThe ratio is 0.27 when it is less than or equal to 1.5, and 0.17 when it is greater than 1.5.
In this embodiment, the vessel is at full load at draft
Figure SMS_185
Is 22.5m, designs the water depth of low water leveldThe thickness of the material was set to 24.75m,d/D=1.1 is less than 1.5, ship longitudinal form drag coefficient +.>
Figure SMS_186
Taking 0.27, using the formula (8), the longitudinal component +.>
Figure SMS_187
The waterline length of the ship when fully loaded
Figure SMS_188
329m, width->
Figure SMS_189
60m sea at 20 DEG CCoefficient of kinetic viscosity of water->
Figure SMS_190
1.05X10) -6 m 2 S, the longitudinal component force generated by the frictional resistance can be calculated by using the formulas (9) - (12)>
Figure SMS_191
Longitudinal force component to be generated by shape resistance
Figure SMS_192
+longitudinal component due to frictional resistance +.>
Figure SMS_193
Namely, formula (7), the total longitudinal component of the water flow force +.>
Figure SMS_194
Calculating deflection moment generated by action of water flow on ship
Figure SMS_195
The calculation formula is shown in the formula (13), wherein the water flow force eccentric coefficient is +.>
Figure SMS_196
The values selected in table 2 above. In this embodiment, the flow angle of the water flow with respect to the longitudinal axis of the vessel is +.>
Figure SMS_197
15 degrees, the water flow force eccentric coefficient +.>
Figure SMS_198
0.182 of the transverse component of the water flow force generated by the calculated water flow acting on the ship
Figure SMS_199
The deflection moment generated by the action of the water flow on the ship can be obtained by using the formula (13)>
Figure SMS_200
In order to check the reliability of the invention, taking the 30-ten thousand ton tanker of the project as an example, the range of the flow direction angle is enlarged, namely the flow direction angle is 0 degree, 10 degree, 15 degree, 30 degree, 45 degree, 60 degree, 90 degree, 120 degree, 150 degree, 170 degree and 180 degree, and the water depth/ship draft is increasedd/DStill 1.1, water flow rate
Figure SMS_201
Still 1.5m/s, water flow force under different flow direction angles is calculated, and compared with test results and standard formula calculation results of other countries, and detailed figures 4-9 are shown, and from the comparison chart of the test results, the result obtained by the calculation method provided by the invention has good consistency with the test value.
Compared with the calculation results of other national specifications, referring to fig. 7-9, the water flow force calculated by the standard specification of each country also has a certain difference:
(1) For the water flow transverse component, the formula is very consistent with the British, the United states and the OCIMF (third edition);
(2) For the water flow longitudinal component, the longitudinal component of OCIMF and British standard is basically irregular along with the change of the flow direction angle; the formula is the same as the law of the United states (UFC), the calculation result is larger than the United states (UFC), and the longitudinal component force of the water flow calculated by the formula recommended by the invention is in the calculation result of each country;
(3) For the deflection moment of water flow, only mooring equipment guidelines (third edition) and (fourth edition) published by OCIMF in the formulas of each country provide a chart of the deflection moment, and the calculation result of the formula is basically consistent with the result graph rule of the OCIMF and slightly different in size.
In summary, the calculation method recommended by the invention has good reliability, corrects and perfects the calculation method of the water flow force acting on the ship in the current port engineering load specification in China, overcomes the inconvenience of consulting different graphs when using the international standard, is basically consistent with the test result, and has little phase difference compared with the calculation result of the main international standard specification. The invention is beneficial to scientifically and efficiently solving the problem of ship load caused by water flow.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.

Claims (10)

1. A comprehensive calculation method for water flow force acting on a ship is characterized by comprising the following steps: the method comprises the following steps:
determining main parameters required by calculation, including design water level, design mud elevation, water flow velocity, vertical line length, width, ship draft corresponding to ship loading degree, ship waterline length and ship square coefficient;
judging the directions of the transverse component force, the longitudinal component force and the deflection moment of the water flow force, determining the flow direction angle of the water flow and the longitudinal axis of the ship, and calculating the designed water depth;
and thirdly, calculating a transverse component of the water flow force acting on the ship, a longitudinal component of the water flow force acting on the ship and a deflection moment of the water flow force acting on the ship.
2. The method for comprehensive calculation of water flow force acting on a ship according to claim 1, wherein: the transverse component of the water flow force acting on the ship is
Figure QLYQS_1
,/>
Figure QLYQS_2
The calculation is performed according to the following formula:
Figure QLYQS_3
in the method, in the process of the invention,
Figure QLYQS_4
coefficient of transverse component of force of water flow;
Figure QLYQS_5
-water density;
Figure QLYQS_6
-water flow rate;
Figure QLYQS_7
-the vertical line of the vessel is long;
Figure QLYQS_8
-a vessel draft corresponding to the vessel loading.
3. The comprehensive calculation method of water flow force acting on a ship according to claim 2, characterized in that: coefficient of transverse component of water flow force
Figure QLYQS_9
The calculation is performed according to the following formula:
Figure QLYQS_10
in the method, in the process of the invention,
Figure QLYQS_11
-a vessel draft corresponding to the vessel loading;
d -design water depthdDesign water level-design mud level elevation;
Figure QLYQS_12
、/>
Figure QLYQS_13
according to acting on the vesselShip-type coefficients set by a water flow physical model test;
Figure QLYQS_14
-angle of flow of water with respect to the longitudinal axis of the vessel.
4. The method for comprehensive calculation of water flow force acting on a ship according to claim 1, wherein: longitudinal component of water flow force acting on ship
Figure QLYQS_15
,/>
Figure QLYQS_16
The calculation is performed according to the following formula:
Figure QLYQS_17
in the method, in the process of the invention,
Figure QLYQS_18
-a longitudinal component of force generated by the shape resistance;
Figure QLYQS_19
-a longitudinal component of force caused by frictional resistance.
5. The method for comprehensively calculating the water flow force acting on the ship according to claim 4, wherein: longitudinal force component due to shape resistance
Figure QLYQS_20
The calculation is performed according to the following formula:
Figure QLYQS_21
in the method, in the process of the invention,
Figure QLYQS_22
-a longitudinal shape drag coefficient of the vessel;
Figure QLYQS_23
-water density;
Figure QLYQS_24
-water flow rate;
Figure QLYQS_25
-width of the vessel;
Figure QLYQS_26
-a vessel draft corresponding to the vessel loading;
Figure QLYQS_27
-the angle of flow of the water flow with respect to the longitudinal axis of the vessel;
design water depth asd=Design water level-design mud level elevation, whend/D≤1.5,
Figure QLYQS_28
=0.27 when D/D > 1.5, +.>
Figure QLYQS_29
=0.17。
6. The method for comprehensively calculating the water flow force acting on the ship according to claim 4, wherein: longitudinal component of friction resistance
Figure QLYQS_30
The calculation is performed according to the following formula:
Figure QLYQS_31
in the method, in the process of the invention,
Figure QLYQS_32
-coefficient of friction of the hull;
Figure QLYQS_33
-water density;
Figure QLYQS_34
-water flow rate;
Figure QLYQS_35
-wet surface area below the waterline of the vessel;
Figure QLYQS_36
-angle of flow of water with respect to the longitudinal axis of the vessel.
7. The method for comprehensively calculating the water flow force acting on the ship according to claim 6, wherein: coefficient of friction of ship body
Figure QLYQS_37
The calculation is performed according to the following formula:
Figure QLYQS_38
in the method, in the process of the invention,
Figure QLYQS_39
-reynolds number of the water flow acting on the vessel;
Figure QLYQS_40
-hull roughness correction coefficient->
Figure QLYQS_41
0.4X10-3 was taken.
8. The comprehensive calculation method of water flow force acting on a ship according to claim 7, wherein: reynolds number of water flow acting on ship
Figure QLYQS_42
The calculation is performed according to the following formula:
Figure QLYQS_43
in the method, in the process of the invention,
Figure QLYQS_44
-water flow rate;
Figure QLYQS_45
-long waterline of the vessel;
Figure QLYQS_46
-the kinematic viscosity coefficient of water;
Figure QLYQS_47
-angle of flow of water with respect to the longitudinal axis of the vessel.
9. The method for comprehensively calculating the water flow force acting on the ship according to claim 6, wherein: wet surface area below the waterline of a ship
Figure QLYQS_48
The calculation is performed according to the following formula:
Figure QLYQS_49
in the method, in the process of the invention,
Figure QLYQS_50
-long waterline of the vessel;
Figure QLYQS_51
-a vessel draft corresponding to the vessel loading;
Figure QLYQS_52
-square coefficients of the vessel;
Figure QLYQS_53
-width of the vessel.
10. A method of integrated calculation of the water flow force acting on a vessel according to claim 1, 2 or 3, characterized in that: water flow force deflection moment acting on ship
Figure QLYQS_54
,/>
Figure QLYQS_55
The calculation is performed according to the following formula:
Figure QLYQS_56
in the method, in the process of the invention,
Figure QLYQS_57
-water flow force eccentricity coefficient;
Figure QLYQS_58
-a transverse component of the water flow force acting on the vessel;
Figure QLYQS_59
-the vertical line of the vessel is long.
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