CN108563853A - A method of the assessment natural period of sloshing containing horizontal baffle - Google Patents

A method of the assessment natural period of sloshing containing horizontal baffle Download PDF

Info

Publication number
CN108563853A
CN108563853A CN201810285903.7A CN201810285903A CN108563853A CN 108563853 A CN108563853 A CN 108563853A CN 201810285903 A CN201810285903 A CN 201810285903A CN 108563853 A CN108563853 A CN 108563853A
Authority
CN
China
Prior art keywords
horizontal baffle
sloshing
natural period
baffle
tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201810285903.7A
Other languages
Chinese (zh)
Other versions
CN108563853B (en
Inventor
扈喆
张晓莹
李妍
李晓文
朱兆
朱兆一
陈武
林国珍
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jimei University
Original Assignee
Jimei University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jimei University filed Critical Jimei University
Priority to CN201810285903.7A priority Critical patent/CN108563853B/en
Publication of CN108563853A publication Critical patent/CN108563853A/en
Application granted granted Critical
Publication of CN108563853B publication Critical patent/CN108563853B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • Geometry (AREA)
  • General Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

The present invention relates to a kind of methods of sloshing natural period of the assessment containing horizontal baffle, wherein the described method comprises the following steps:S1, different tank dimensions, different level baffle dimensions and the different level baffle arrangement corresponding sloshing natural period containing horizontal baffle are largely solved using boundary element numerical method;S2, mathematical simulation is carried out to the data that step S1 is obtained, the calculation formula for obtaining the sloshing natural period containing horizontal baffle is:Wherein, ξ=π h/le, le=c × l, c are corrected parameter.

Description

A method of the assessment natural period of sloshing containing horizontal baffle
Technical field
The present invention relates to ship domains, more particularly to a kind of side of the assessment natural period of sloshing containing horizontal baffle Method.
Background technology
Tanker is the Ship Types of rising in recent years, such as oil carrier, LNG carrier and liquid chemicals ship, such Ship is often arranged multiple large-scale liquid tanks and transports liquid for storing.Compared with conventional ship type, an important feature of tanker For the mobility of cargo.When riding the sea, because the extraneous factors such as stormy waves stream act on, ship, which will produce, to be swayed, and then leads to liquid Liquid sways movement, i.e. sloshing phenomenon in cabin.Sloshing can bring significant damage, violent liquid to security of shipping Cabin, which is rocked, to cause fluid cabin to destroy, or even aggravation oscillation of ship moves and then ship is caused to topple.Assess sloshing danger A harmful important indicator is the natural period of sloshing, when sloshing natural period and oscillation of ship period are close, It resonates, sloshing degree is significantly aggravated, and should strongly be avoided in engineering.
In view of the importance of sloshing natural period, it is inherently all that academia proposes a variety of method assessment sloshings Phase can totally summarize three categories:Theory method, test method(s) and empirical method.Theory method is based on principles of fluid mechanics and derives liquid tank The expression formula of natural period is rocked, this method is the most accurate and quick, but is only applicable to smooth liquid tank (such as rectangle of regular shape Liquid tank, cylindrical tank etc.), the liquid tank for complicated shape or the liquid tank with internal component, this method failure.Test method(s) is adopted With mock-up experiment or business fluid engineering software, the sloshing natural period is determined by in-kind simulation or numerical simulation, The method can accurately obtain the sloshing natural period and not limited by liquid tank geometry, but actual loading test and number Value simulation is time-consuming long, of high cost, and generally requires that experiment is repeated several times, therefore engineering adaptability is poor.Empirical method is by a large amount of examinations Data and engineering practical experience are tested, proposes miscellaneous experiential modification method to assess sloshing natural period, this method side Just quick, the sloshing natural period can be accurately obtained, special shape of liquid tank is can be used for, is the mainstream of current industrial quarters Method, but restricted application, a certain empirical method is only effective to certain liquid tank, invalid to other types liquid tank.
Generally mixing uses theory method and empirical method when the engineering circles assessment sloshing natural period at present, that is, is based on rectangle The Theory Solution of sloshing natural period, and carry out empirical amendment for situations such as change in shape and internal component.Liquid tank shakes The prototype for swinging natural period calculation formula rocks formula from Smooth Rectangular liquid tank.Smooth Rectangular sloshing schematic diagram is such as Shown in Fig. 1.According to potential flow theories, the governing equation of rectangle sloshing phenomenon is:
As x=± l/2
As z=-d
As z=0
Wherein Φ is velocity potential, and g is acceleration of gravity.The above Eigenvalue Problems are solved using the separation of variable of standard, Up to the Smooth Rectangular sloshing natural period generally acknowledged at present:
Using dimensionless mode, obtains dimensionless and rock the natural period and be
Current method universally recognized in the world is the method recommended using world Ji Jia mainstreams classification society.It is situated between separately below It continues.
(1) method is recommended by British Corporation
British Corporation recommend method using the basic theories solution of rectangle sloshing natural period as prototype, and further Considering bottom has the situation of vertical member, as shown in Figure 1.This method thinks after increasing bottom vertical member that liquid has Effect depth is become from former FWherein n is the number (taking 4 in fig. 2) of bottom member.
(2) method is recommended by American Bureau of Shipping
American Bureau of Shipping recommend method using the basic theories solution of rectangle sloshing natural period as prototype, and further Considering bottom has vertical member and the situation equipped with vertical openings bulkhead (or strong frame), as shown in Figure 3.This method thinks to increase After having added bottom vertical member and opening bulkhead, the effective depth of liquid is become from former dIts Middle n is the number (taking 4 in figure 3) of bottom member.After increasing opening bulkhead, the effective width of liquid becomes [1- from former l (1-α)/4-(1-α)2/4]2× l, wherein α are that (i.e. liquid level is under shed for open area ratio of the opening bulkhead under the level The following gross area of area/liquid level).
(3) China Classification Society recommends method
The method that China Classification Society is recommended is gone forward side by side equally using the basic theories solution of rectangle sloshing natural period as prototype One step, which considers bottom, vertical member and the situation equipped with vertical openings bulkhead and strong frame, and upper and American Bureau of Shipping is put at this It is similar, therefore schematic diagram is equally such as Fig. 3.China Classification Society phase in the processing method of liquid effective depth with American Bureau of Shipping Together, that is, think that the effective depth of liquid is become from former dWherein n is the number of bottom member (taking 4 in figure 3).It is different in the processing Shang Liang classification societies of liquid effective width.The method that China Classification Society is recommended thinks, works as increasing Mouthful bulkhead is increased with after strong frame, liquid effective width becomes (1+n from former lwαw)×(1+ffαf)/(1+nw)/(1+ff) × l, Wherein:nwFor the bulkhead number that is open;αwFor open area ratio of the opening bulkhead under the level;αfIt is strong frame in the liquid Open area ratio under the depth of face;ff=nf/(1+nw);nfFor strong frame number.
In conclusion the method that each classification society is recommended using rectangle sloshing natural period Theory Solution as prototype, considers Different factors are modified liquid effective depth with effective width, finally bring rectangle sloshing theory solution formula into, in turn The sloshing natural period is obtained, therefore is application of mixture theory-empirical method.The considerations of distinct methods, factor was not quite similar, and form Difference, even if handling same factor, distinct methods may also have bigger difference (such as American Bureau of Shipping and China Classification Society Processing to effective liquid level width).It needs according to actual needs, to sit in the right seat in application process, suitable method is selected to assess The sloshing natural period.
There is insider to propose to inhibit the scheme of sloshing using horizontal baffle in recent years, as shown in figure 4, and testing In achieve better effects.Research finds that horizontal baffle can significantly modify the natural period of sloshing, this is to being avoided resonance from sending out Life is of great significance.Horizontal baffle is free of in the considerations of due to existing method factor, therefore can not assess the liquid containing horizontal baffle Rock the natural period in cabin.
Invention content
The present invention is intended to provide a kind of method of the assessment natural period of sloshing containing horizontal baffle, to solve existing method The problem of sloshing natural period containing horizontal baffle can not be assessed.For this purpose, the specific technical solution that the present invention uses is as follows:
A method of sloshing natural period of the assessment containing horizontal baffle, wherein the described method comprises the following steps:
S1, different tank dimensions, different level baffle dimensions and different level are largely solved using boundary element numerical method The baffle arrangement corresponding sloshing natural period containing horizontal baffle is to get to largely about the sloshing containing horizontal baffle The data of relationship between natural period and tank dimension, horizontal baffle size and horizontal baffle arrangement, wherein the liquid tank ruler Very little includes liquid depth d and drop width l, and the horizontal baffle size includes horizontal baffle height h and horizontal baffle width b, The horizontal baffle arrangement includes horizontal baffle single-sided arrangement and horizontal baffle bilateral arrangement;
S2, mathematical simulation is carried out to the data that step S1 is obtained, obtains the sloshing natural period containing horizontal baffle Calculation formula is:Wherein, ξ=π h/le, le=c × l, c are corrected parameter, when liquid tank is only unilateral When arranging horizontal baffle,When liquid tank bilateral arranges horizontal baffle,Wherein, γ= H/d,
+ 29.39 α of P=12.01-60.51 α -6.738 β2+70.23αβ+3.546β2
+302.9α3-190.5α2β-8.134αβ2-433.5α4+182.7α3β+6.567α2β2,
Q=0.3559+1.403 α -0.5202 β -12.16 α2+5.277αβ+0.1781β2
+37.13α3-10.65α2β-1.124αβ2-32.65α4+6.114α3β+1.483α2β2,
+ 74.45 α of K=7.232-40.76 α -0.1626 β2+8.798αβ+1.276β2,
-45.17α3-1.371α2β+0.7613αβ2
+ 1.121 α of J=0.209+0.791 α -0.03364 β2+1.276αβ+0.02553β2,
+0.25α3-1.787α2β-0.05393αβ2
Wherein, α=b/l, β=d/l.
Further, the data volume in step S1 is 200 × 10 × 2=4000, i.e. 200 different tank dimensions, 10 different horizontal baffle sizes and 2 horizontal baffle arrangements.
The present invention uses above-mentioned technical proposal, has an advantageous effect in that:The method and step of the present invention is simple, as a result may be used It leans on, those skilled in the art directly can utilize obtained formula to calculate the sloshing natural period containing horizontal baffle, be Practical application provides theoretical foundation.
Description of the drawings
Fig. 1 is rectangle sloshing schematic diagram;
Fig. 2 is the applicable liquid tank schematic diagram of British Corporation's empirical equation;
Fig. 3 is the applicable liquid tank schematic diagram of the U.S./China Classification Society empirical equation;
Fig. 4 is the liquid tank schematic diagram containing horizontal baffle;
Fig. 5 is the flow chart of the method for the present invention;
Fig. 6 a are the sloshings containing unilateral horizontal baffle obtained using the method for the present invention, other methods and test measurement The comparison diagram of natural period;
Fig. 6 b are the sloshings of the horizontal baffle containing bilateral obtained using the method for the present invention, other methods and test measurement The comparison diagram of natural period.
Specific implementation mode
To further illustrate that each embodiment, the present invention are provided with attached drawing.These attached drawings are that the invention discloses one of content Point, mainly to illustrate embodiment, and the associated description of specification can be coordinated to explain the operation principles of embodiment.Cooperation ginseng These contents are examined, those of ordinary skill in the art will be understood that other possible embodiments and advantages of the present invention.
In conjunction with the drawings and specific embodiments, the present invention is further described.
After the influence for considering horizontal baffle, formula (1) is not used to the calculating of sloshing natural period, this is because adding The depth of water-cabin length is changed than d/l after adding partition board.The geometric properties of further research level partition board can be sent out with influence mode Existing, that horizontal baffle influences is effective length of tank le, that is, consider that the sloshing natural period expression formula after horizontal baffle is answered For
Wherein leFor effective length of tank, with the parameters such as length of tank l, horizontal baffle length b, horizontal baffle depth h It is related.
Therefore, technical scheme of the present invention be exactly using existing theoretical method obtain about different length of tank l, level The data of the sloshing natural period containing horizontal baffle of the parameters such as septum plate length b, horizontal baffle depth h, sum up calculating The empirical method of sloshing natural period containing horizontal baffle.Below with reference to Fig. 5 to the details of technical scheme of the present invention It is described.
Fig. 5 is the flow chart of the method for the present invention.Sloshing natural period of the assessment containing horizontal baffle of the present invention Method may include following steps:
S1, different tank dimensions, different level baffle dimensions and different level are largely solved using boundary element numerical method The baffle arrangement corresponding sloshing natural period containing horizontal baffle is to get to largely about the sloshing containing horizontal baffle The data of relationship between natural period and tank dimension, horizontal baffle size and horizontal baffle arrangement.Tank dimension includes liquid Body depth d and drop width l, horizontal baffle size include horizontal baffle height h and horizontal baffle width b, horizontal baffle arrangement It is arranged including horizontal baffle single-sided arrangement and horizontal baffle bilateral, as shown in Figure 4.
It is noted that Element BEM numerical value is well known numerical method, in place of no specially treated, therefore no longer chat here It states.
In a specific embodiment, data volume is 200 × 10 × 2=4000, i.e. 200 different tank dimensions, 10 different horizontal baffle sizes and 2 horizontal baffle arrangements.
S2, mathematical simulation is carried out to the data that step S1 is obtained, obtains the sloshing natural period containing horizontal baffle Formula is:Wherein, ξ=π h/le, le=c × l, c are corrected parameter, when liquid tank only single-sided arrangement When horizontal baffle,When liquid tank bilateral arranges horizontal baffle,Wherein, γ=h/d,
+ 29.39 α of P=12.01-60.51 α -6.738 β2+70.23αβ+3.546β2
+302.9α3-190.5α2β-8.134αβ2-433.5α4+182.7α3β+6.567α2β2,
Q=0.3559+1.403 α -0.5202 β -12.16 α2+5.277αβ+0.1781β2
+37.13α3-10.65α2β-1.124αβ2-32.65α4+6.114α3β+1.483α2β2,
+ 74.45 α of K=7.232-40.76 α -0.1626 β2+8.798αβ+1.276β2,
-45.17α3-1.371α2β+0.7613αβ2
+ 1.121 α of J=0.209+0.791 α -0.03364 β2+1.276αβ+0.02553β2,
+0.25α3-1.787α2β-0.05393αβ2
Wherein, α=b/l, β=d/l.Through it was found that leIt is in proportionate relationship, proportionality coefficient c and depth ratio γ=h/ with l D, the long α=b/l of opposed separators is related with relative depth β=d/l.
Therefore, those skilled in the art can directly be obtained using step S2 formula calculates the liquid tank containing horizontal baffle Rock the natural period.Specifically, the practical geometric parameter of liquid tank and horizontal baffle is obtained by drawing or actual measurement method, wrapped Include liquid depth d, drop width l, horizontal baffle height h and horizontal baffle width b;Then it is unilateral according to real standard partition board Arrangement or bilateral arrangement carry out calculating parameter P and Q or K and J;Then corrected parameter c and effective length l is calculatede;Finally byThe sloshing natural period containing horizontal baffle is calculated.
This method can assess the sloshing natural period containing horizontal baffle, this is that existing other technologies method can not Accomplish.Fig. 6 gives assesses result (the wherein liquid depth d with the horizontal baffle sloshing natural period using this method =10m, drop width l=10m, horizontal baffle height h=8m), and with other appraisal procedures (including British Corporation, the U.S. The recommendation method of classification society and China Classification Society) and test measurement result compared.There it can be seen that this method and experiment As a result it approaches, and other methods can not consider the influence of horizontal baffle.
Although specifically showing and describing the present invention in conjunction with preferred embodiment, those skilled in the art should be bright In vain, it is not departing from the spirit and scope of the present invention defined by the appended claims, it in the form and details can be right The present invention makes a variety of changes, and is protection scope of the present invention.

Claims (2)

1. a method of sloshing natural period of the assessment containing horizontal baffle, which is characterized in that the method includes following Step:
S1, different tank dimensions, different level baffle dimensions and different level partition board are largely solved using boundary element numerical method Arrange the corresponding sloshing natural period containing horizontal baffle to get to largely intrinsic about the sloshing containing horizontal baffle The data of relationship between period and tank dimension, horizontal baffle size and horizontal baffle arrangement, wherein the tank dimension packet Include liquid depth d and drop width l, the horizontal baffle size includes horizontal baffle height h and horizontal baffle width b, described Horizontal baffle arrangement includes horizontal baffle single-sided arrangement and horizontal baffle bilateral arrangement;
S2, mathematical simulation is carried out to the data that step S1 is obtained, obtains the calculating of the sloshing natural period containing horizontal baffle Formula is:Wherein, ξ=π h/le, le=c × l, c are corrected parameter, when liquid tank only single-sided arrangement When horizontal baffle,When liquid tank bilateral arranges horizontal baffle,Wherein, γ=h/d,
+ 29.39 α of P=12.01-60.51 α -6.738 β2+70.23αβ+3.546β2
+302.9α3-190.5α2β-8.134αβ2-433.5α4+182.7α3β+6.567α2β2,
Q=0.3559+1.403 α -0.5202 β -12.16 α2+5.277αβ+0.1781β2
+37.13α3-10.65α2β-1.124αβ2-32.65α4+6.114α3β+1.483α2β2,
Wherein, α=b/l, β=d/l.
2. the method for sloshing natural period of the assessment containing horizontal baffle as described in claim 1, which is characterized in that step Data volume in S1 is 200 × 10 × 2=4000, i.e. 200 different tank dimensions, 10 different horizontal baffle sizes And 2 horizontal baffle arrangements.
CN201810285903.7A 2018-04-03 2018-04-03 Method for evaluating sloshing inherent period of liquid tank with horizontal partition plate Active CN108563853B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810285903.7A CN108563853B (en) 2018-04-03 2018-04-03 Method for evaluating sloshing inherent period of liquid tank with horizontal partition plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810285903.7A CN108563853B (en) 2018-04-03 2018-04-03 Method for evaluating sloshing inherent period of liquid tank with horizontal partition plate

Publications (2)

Publication Number Publication Date
CN108563853A true CN108563853A (en) 2018-09-21
CN108563853B CN108563853B (en) 2021-11-09

Family

ID=63533799

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810285903.7A Active CN108563853B (en) 2018-04-03 2018-04-03 Method for evaluating sloshing inherent period of liquid tank with horizontal partition plate

Country Status (1)

Country Link
CN (1) CN108563853B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117272692A (en) * 2023-11-21 2023-12-22 中国石油大学(华东) Method and system for evaluating sloshing adaptability of offshore natural gas treatment process

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436370A (en) * 2006-03-24 2007-09-26 Zeta Dynamics Ltd Horizontal calming baffle for smoothing fluid flow
CN103745063A (en) * 2014-01-16 2014-04-23 中国海洋石油总公司 Liquid tank optimum design method based on load in severe sloshing inside liquid cargo ship
CN106547944A (en) * 2016-09-27 2017-03-29 大连理工大学 A kind of dividing plate optimization method for suppressing compressible two phase flow to rock

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436370A (en) * 2006-03-24 2007-09-26 Zeta Dynamics Ltd Horizontal calming baffle for smoothing fluid flow
CN103745063A (en) * 2014-01-16 2014-04-23 中国海洋石油总公司 Liquid tank optimum design method based on load in severe sloshing inside liquid cargo ship
CN106547944A (en) * 2016-09-27 2017-03-29 大连理工大学 A kind of dividing plate optimization method for suppressing compressible two phase flow to rock

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
J.R.CHO等: "Finite element analysis of resonant sloshing response in 2-D baffled tank", 《JOURNAL OF SOUND AND VIBRATION》 *
张东伟等: "FLNG液舱晃荡压力影响因素及安全性评估研究", 《海洋工程》 *
杨亚强等: "基于MPS方法模拟带水平隔板的液舱晃荡", 《水动力学研究与进展A辑》 *
邓棋等: "超谐共振横摇下液舱晃荡特性数值研究", 《水动力学研究与进展A辑》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117272692A (en) * 2023-11-21 2023-12-22 中国石油大学(华东) Method and system for evaluating sloshing adaptability of offshore natural gas treatment process
CN117272692B (en) * 2023-11-21 2024-02-13 中国石油大学(华东) Method and system for evaluating sloshing adaptability of offshore natural gas treatment process

Also Published As

Publication number Publication date
CN108563853B (en) 2021-11-09

Similar Documents

Publication Publication Date Title
Groß et al. An extended pressure finite element space for two-phase incompressible flows with surface tension
Rosti et al. Numerical simulations of emulsions in shear flows
Ferrari et al. A boundary-value problem for the parameterized mesoscale eddy transport
Aavatsmark et al. A new finite-volume approach to efficient discretization on challenging grids
Wang et al. Converting an unstructured quadrilateral/hexahedral mesh to a rational T-spline
Friis et al. A family of MPFA finite-volume schemes with full pressure support for the general tensor pressure equation on cell-centered triangular grids
US20090281776A1 (en) Enriched Multi-Point Flux Approximation
Qi et al. Geostatistical three-dimensional modeling of oolite shoals, St. Louis Limestone, southwest Kansas
Lee et al. Numerical simulation of three-dimensional sloshing phenomena using a finite difference method with marker-density scheme
CN108563853A (en) A method of the assessment natural period of sloshing containing horizontal baffle
CN109855698A (en) The combination of level gauging and maximum redundancy from individual compartment
Bukh et al. Lower bounds for weak epsilon-nets and stair-convexity
Klemetsdal et al. Dynamic coarsening and local reordered nonlinear solvers for simulating transport in porous media
CN115201902A (en) Fault intelligent identification method and system based on deep learning
Wang et al. Evolution process of liquefied natural gas from stratification to rollover in tanks of coastal engineering with the influence of baffle structure
CN114462141B (en) CFD-based multi-scale simulation method, system and storage medium
Sauerland An XFEM based sharp interface approach for two-phase and free surface flows
CN113609796B (en) Multi-scale ship body instability overturning assessment method considering multi-liquid tank sloshing
Liu et al. Hybrid RANS/LES simulation of sloshing flow in a rectangular tank with and without baffles
Eidsvik Some contributions to the uncertainty of sediment transport predictions
Kim Numerical simulations of phase separation dynamics in a water–oil–surfactant system
Chen et al. An accurate and efficient multiphase solver based on THINC scheme and adaptive mesh refinement
Wang et al. Comparative studies of 3-D LNG tank sloshing based on the VOF and IMPS methods
Preux Study of evaluation criteria for reservoir upscaling
CN110188493A (en) Ship stabilization control method, apparatus and system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant