货船完整稳性计算书
完整稳性计算书(海驳)
12. 各种装载情况的稳性计算................................................... 16
12.1空船状态................................................................ 16
12.2 压载出港............................................................... 22
6. 受风面积计算.............................................................. 9
7. 结冰计算.................................................................. 11
8. 许用极限重心高度曲线...................................ห้องสมุดไป่ตู้.................. 12
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3. 主要使用说明.............................................................. 4
4. 分舱布置图................................................................ 6
船舶稳性校核计算书
一、概述本船为航行于内河B级航区的一条旅游船。
现按照中华人民共和国海事局《内河船舶法定检验技术规则》（2004）第六篇对本船舶进行完整稳性计算。
二、主要参数总长L OA13.40 m垂线间长L PP13.00 m型宽 B 3.10 m型深 D 1.40 m吃水 d 0.900 m排水量∆17.460 t航区内河B航区三、典型计算工况1、空载出港2、满载到港五、受风面积A及中心高度Z六、旅客集中一弦倾侧力矩L KL K=1∆1−n5lb=0.030 mn lb =1.400<2.5，取nlb=1.400式中：C—系数，C=0.013lbN=0.009<0.013，取C=0.013 n—各活动处所的相当载客人数，按下式计算并取整数n=NSbl=28.000S—全船供乘客活动的总面积，m2，按下式计算：S=bl=20.000 m2b—乘客可移动的横向最大距离，b=2.000 m；l—乘客可移动的横向最大距离，b=2.000 m。
七、全速回航倾侧力矩L VL V=0.045V m2SKG−a2+a3F r d KN−m式中：Fr—船边付氏数，F r=m9.81L；Ls—所核算状态下的船舶水线长，m；d—所核算状态下的船舶型吃水，m；∆—所核算状态下的船舶型排水量，m2；KG—所核算状态下的船舶重心至基线的垂向高，m；Vm—船舶最大航速，m/s；a3—修正系数，按下式计算；a3=25F r−9当a3<0，取a3=0；当a3>1时，取a3=1；a2—修正系数，按下式计算；a2=0.9(4.0−Bs/d)当Bs/d<3.5时，取Bs/d=3.5；当Bs/d>4.0时，取Bs/d=4.0；。
船舶稳性和吃水差计算
船舶稳性和吃水差计算船舶稳性和吃水差计算Ship stability and trim calculations1.总则General rules保证船舶稳性和强度在任何时候都保持在船级社认可的稳性计算书规定范围内，防止因受载不当，产生应力集中造成船体结构永久性变形或损伤。
Ensure stability and strength of the ship at all times to maintain stability within stability calculations approved by the classification societies in order to prevent due to load improperly resulting in stress concentration which will cause the ship structure permanent deformation or subversion.2.适用范围Sphere of application公司所属和代管船舶的稳性、强度要求To satisfy the requirement of company owned and managed ships stability and strength3.责任Responsibility3.1.大副根据本船《装载手册》或《稳性计算手册》等法定装载资料，负责合理配载或对相关部门提供的预配方案进行核算，确保船舶稳性及强度处于安全允许值范围。
Based on the ship "loading manual" or "stability calculations manual" and other legal loading information, the chief officer is responsible for making reasonable stowage plan or adjust accounts of the pre plan from relevant departments to ensure stability and strength of the ship in a safe range of allowed values.3.2.船长负责审批大副确认的配载方案和稳性计算。
船舶稳性校核计算书
一、概述本船为航行于内河B级航区的一条旅游船。
现按照中华人民共和国海事局《内河船舶法定检验技术规则》（2004）第六篇对本船舶进行完整稳性计算。
二、主要参数总长L OA 13.40 m垂线间长L PP13.00 m型宽 B 3.10 m型深 D 1.40 m吃水 d 0.900 m排水量∆17.460 t航区内河B航区三、典型计算工况1、空载出港2、满载到港四、稳性总结表五、受风面积A及中心高度Z六、旅客集中一弦倾侧力矩L KL K=1∆1−n5lb=0.030 mn lb =1.400<2.5，取nlb=1.400式中：C—系数，C=0.013lbN=0.009<0.013，取C=0.013 n—各活动处所的相当载客人数，按下式计算并取整数n=NSbl=28.000S—全船供乘客活动的总面积，m2，按下式计算：S=bl=20.000 m2 b—乘客可移动的横向最大距离，b=2.000 m；l—乘客可移动的横向最大距离，b=2.000 m。
七、全速回航倾侧力矩L VL V=0.045V m2L SKG−a2+a3F r d KN−m式中：Fr—船边付氏数，F r=V m9.81L；Ls—所核算状态下的船舶水线长，m；d—所核算状态下的船舶型吃水，m；∆—所核算状态下的船舶型排水量，m2；KG—所核算状态下的船舶重心至基线的垂向高，m；Vm—船舶最大航速，m/s；a3—修正系数，按下式计算；a3=25F r−9当a3<0，取a3=0；当a3>1时，取a3=1；a2—修正系数，按下式计算；a2=0.9(4.0−Bs/d)当Bs/d<3.5时，取Bs/d=3.5；当Bs/d>4.0时，取Bs/d=4.0；其中：Bs—所核算状态下船舶的最大水线宽度；八、横摇周期及横摇角的计算。
船舶完整稳性规则
附则３ 关于国际海事组织文件包括的所有船舶的完整稳性规则说明与要求1 本附则是国际海事组织第18届大会1993年11月4日通过的A.749(18)决议的附件。
2 本附则中“动力支承船”的有关规定已被《国际高速船安全规则》所替代。
详见本法规第4篇附则2《际高速船安全规则》。
3 船舶的完整稳性还应符合本法规总则与第1篇的适用规定。
349第1章一般规定1.1 宗旨关于国际海事组织文件包括的所有类型船舶的完整稳性规则(以下简称本规则)旨在提出稳性衡准及其他为确保所有船舶的安全操作而采取的措施，使之最大限度地减少对船舶、船上人员和环境的危害。
1.2 适用范围1.2.1 除非另有说明，本规则中的完整稳性衡准适用于长度为24m及以上的下列类型船舶和其他海上运输工具:——货船；——装载木材甲板货的货船；——装载散装谷物的货船；——客船；——渔船；——特种用途船；——近海供应船；——海上移动式钻井平台；——方驳；——动力支承船；——集装箱船。
1.2.2 沿海国家可对新型设计的船舶或未包含在本规则内的船舶的设计方面制定附加要求。
1.3 定义下列定义适用于本规则。
对过去常用的术语但在本规则中未定义的，如在1974 SOLAS公约中所定义的，亦适用于本规则。
1.3.1 主管机关：系指船旗国政府。
1.3.2 客船：系指经修改的1974 SOLAS公约第Ⅰ／2条中规定的载客超过12人的船舶。
1.3.3 货船：系指非客船的任何船舶。
1.3.4渔船：系指用于捕捞鱼类、鲸鱼、海豹、海象或其他海洋生物资源的船舶。
1.3.5 特种用途船：系指国际海事组织《特种用途船舶安全规则》(A.534(13)决议案)1.3.3中规定的因其特殊用途载有12名以上特种人员(包括可不超过12名乘客)的机动自航船舶(从事科研、探险和测量的船舶；用于培训海员的船；不从事捕捞作业的鲸鱼或鱼类加工船舶；不从事捕捞作业的其他海洋生物资源加工船或其设计特点和运行方式类似上述的其他船舶，根据主管机关的意见可列入此类范围)。
船舶运输稳定性计算
采用空载排水量993t的平板驳，计划每次运输4个沉箱，单个沉箱重190t。
则货物重760t、沉箱长宽高为10/3.95/6.4m 船：长宽高为57.5m/15.50m/3.30m；净吨位993t。
沉箱重心（距沉箱底）：G s=（54×10×0.25+136×10×3.45）/(190×10)=2.54m一、动载检验1、装载后受力总和为：G=1753t①沉箱：760t；②船自重：993t；2、自重吃水：a0=1.15m3、平均吃水：a=1753/(57.5×15.5)=1.97m4、惯性矩:I X=(57.5×15.53)/12=17843.57m45、稳心半径：p=I X/G=10.18m6、重心高：h=(760×3.87+993×0.82)/1753=2.14mh-a0/2=1.565m因：p＞h-a0/2则：船舶稳定性满足要求。
二、倾覆性检验船舶装载运输时最大风力不大于六级进行验算，六级时风压按180Pa检算。
1、倾覆力矩①船：干舷高度：3.3-1.97=1.33m受风面积：1.33×57.5=76.475m2风力作用点至水面距离：0.665mM倾1=76.475×0.665×180=9.15kN•m②沉箱受力面积：3.95×4×6.4=101.12m2风力作用点至水面距离：3.2+1.33=4.53mM倾2=101.12×4.53×180=82.45kN•m综上：M倾=M倾1+M倾2=91.6KN•m2、抗倾覆力矩M抗=G×1.63=1753×28.75=50398.75KN•m抗风系数K=M抗/M倾＞1说明在六级风及以下时稳定性没问题。
散货船稳性计算书BV
CONTENTS1.PREAMBLE (3)2.GENERAL DESCRIPTION (4)3.LOADING MARK (6)4. INTACT STABILITY CRITERIA (7)5.DAMAGE STABILITY CRETERIA (10)6.ASSESSMENT OF COMPLIANCE WITH STABILITY CRITERIA (10)7.GUIDELINE FOR TRIM & STABILITY CALCULATION (10)8.CAPACITY TABLE OF TANKS (14)9.FREE SURFACE EFFECT CAPSIZING MOMENT (16)10.FLOODING ANGLE CURVE (17)11.MINIMUM INITIAL METACENTRIC HEIGHT (18)12.MISCELLANEOUS CONSUMABLES ON DEPARTURE (19)13.MISCELLANEOUS CONSUMABLES ON ARRIVAL (20)14. TRIM & STABILITY CALCULATION (21)1.PREAMBLEThis Booklet is prepared for the ship's Master in obtaining information and suitable instructions as a guidance to the stability of the ship under varying conditions of service.Relevant requirements in MSC Resolution A749(18) of IMO, and the relevant Class requirements of BV are to be referred to in the usage of this manual.This Booklet comprises following contents. General information and instructions are given for calculation and evaluation of stability of the ship accompanied by a number of loading conditions. Data, such as those of free surface moment of tanks (initial and at large inclination), wind capsizing lever, immersing and flooding angles, limit height of center of gravity, etc., and those of the maximum still water bending moments.General hydrostatic data of the ship, such as displacement, deadweight, center of buoyancy, center of flotation, metacenter, displacement per centimeter of draught and so on, are tabulated against the vessel’s mean draught. Cross stability data, excluding the buoyancy effects of timber deck cargoes or the similar, are provided therein.It is necessary to ensure a satisfactory safety of the ship at any time during each her voyage. Therefore, prior loading operation, the Master shall make a calculation in order to verify that no unacceptable stress in the ship's structure, no insufficient stability, nor inappropriate floating state will occur during the forthcoming voyage.2.GENERAL DESCRIPTIONDimensions:Length overall: ~110.80 MLength between perpendiculars: 104.52 MFreeboard Length 105.02 MBreadth moulded: 18.20 MDepth moulded: 9.00 MDesign draught: 5.50MScantling draught: 6.82MTonnage (ICLL1969):Gross tonnage: 5612Net tonnage: 2867Light ship:Weight: 3050-6.28Longitudinal center of gravityfrom ⊗Vertical center of gravity from7.04baseline:Freeboard:Type of loadline assignment: ICLL 1966Ordinary FreeboardDraught Letter Freeboard Moulded(mm) (m) S 2195 6.820T 2053 6.962W 2337 6.678F 2046 6.969TF 1904 7.111& STABILITY CALCULATION JZ403.101.005JS Page53.LOADING MARKLOADING MARK4.INTACT STABILITY CRITERIAThis vessel is required to comply with the stability requirement of IMO, which are quated hereinfrom IMO Resolution A.749 (18) “Code On Intact Stability For All Types Of Ships Covered ByIMO Instruments“, Chapter 3-DESIGN CRETERIA APPLICABLE TO ALL SHIPS.4.1 General Intact Stability CriteriaThe vessel should comply with the stability criteria as stated below:4.1.1 The area under the righting lever curve (GZ curve) should not be less than 0.055 meter-radians up to θ=30°angle of heel and not less than 0.09 meter-radians up to θ=40°or the angle of flooding θf, if this angle is less than 40°. Additionally, the area under the righting lever curve (GZ curve ) between the angle of heel of 30° and 40° or between 30° and θf if this angle is less than 40°, should not be less than 0.03 meter-radians.4.1.2 The righting lever GZ should be at least 0.20 m at an angle of heel equal to or greater than 30°.4.1.3 The maximum righting arm should occur at an angle of heel preferable exceeding 30° but not less than 25°.4.1.4 The initial metacentric height GMo should not be less than 0.15 m.4.1.5 Provision should be made for a safe margin of stability at all stages of the voyage, regard being given to additions of weight, such as those due to absorption and icing, and to losses of weight, such as those due to consumption of fuel and stores.4.1.6 See also general recommendations of an operational nature given in Section 2.5 of IMO Resolution A.749 (18) Code On Intact Stability For All Types Of Ships Covered By IMO Instruments“,4.2. Severe Wind And Rolling Criterion (Weather Criterion)4.2.1 Beside the stability criteria, this vessel is also to comply with the weather criterion recommended as follows.4.2.2.1 The ability of a ship to withstand the combined effects of beam wind and rolling should be demonstrated for each standard condition of loading, with reference to the figure as follows:•The ship is subjected to a steady wind pressure acting perpendicular to the ship's centreline which results in a steady wind heeling level (l w1).•From the resultant angle of equilibrium (θo), the ship is assumed to roll owing to wave action to an angle of roll (θ1) to windward. Attention should be paid to the effect of steady wind so that excessive resultant angles of heel are avoided;•The ship is then subjected to a gust wind pressure which results in a gust wind heeling lever (l w2);•Under these circumstances, area "B" should be equal to or greater than area "A";•Free surface effects should be accounted for in the standard conditions of loading;θo = a ngle of heel under action of steady windθ1 = angle of roll to windward due to wave actionθ2 = angle of downflooding (θf ) or 50° or θc , whichever is less,where:θf = angle of heel at which openings in the hull, superstructures ordeckhouses which cannot be closed weathertight immerse. In applying thiscriterion, small openings through which progressive flooding cannot takeplace and need not be considered as open.θc = angle of second intercept between wind heeling lever l w2 and GZ curves.4.2.2.2 The wind heeling levers l w1and l w2 referred to are constant values at all angles ofinclination and should be calculated as follows:l P A Z g w 11000=..Δ(m) and l w2 = 1.5 l w1 (m)where:P = 504 N/m 2. The value of P used for ships in restricted service may be reducedsubject to the approval of the Administration;A = projected lateral area of the portion of the ship and deck cargo above thewaterline (m 2);Z = vertical distance from the centre of A to the centre of the underwaterlateral area or approximately to a point at one half the draught (m);Δ = displacement (t) g = 9.81 m/s 24.2.2.3 The angle of roll (θ1) referred to should be calculated as follows:θ11092=⋅⋅⋅ k 1 r s X X (degrees)where:X 1 = factor as shown in table 1X 2 = factor as shown in table 2k = factor as follows:k =1.0 for round-bilged ship having no bilge or bar keelsk =0.7 for a ship having sharp bilgesk =as shown in table 3 for a ship having bilge keels, a bar keel or bothr = 0.73 + 0.6 OG/dwith: OG = distance between the centre of gravity and the waterline (m) (+ if centre ofgravity is above the waterline, - if it is below)d = mean moulded draught of the ship (m)s = factor as shown in table 4.Table 1Table 2Table 3Table 4Values of Factor X1Values offactor X1Values offactor kValues offactor sB/d X1C B X2A k.100 k T sL.B≤2.4 1.00 ≤0.45 0.75 0.0 1.00 ≤6 0.1002.5 0.98 0.50 0.82 1.0 0.98 7 0.0982.6 0.96 0.55 0.89 1.5 0.95 8 0.0932.7 0.95 0.60 0.95 2.0 0.88 12 0.0652.8 0.93 0.65 0.97 2.5 0.79 14 0.0532.9 0.91 ≥0.70 1.003.0 0.74 16 0.0443.0 0.90 3.5 0.72 18 0.0383.1 0.88 ≥4.0 0.70 ≥20 0.0353.20.863.30.843.4 0.82≥3.5 0.80(Intermediate values in tables 1-4 should be obtained by linear interpolation.)Rolling period TCBGM=2(seconds)where:C = 0.373+0.023(B/d)-0.043(L/100)The symbols in the above tables and formula for the rolling period are defined as follows:L = waterline length of the ship (m)B = moulded breadth of the ship (m)d = mean moulded draught of the ship (m)C B = block coefficientAk = total overall area of bilge keels, or area of the lateral projection of the bar keel, or sum of these areas (m2)GM = metacentric height corrected for free surface effect (m).4.3. Effect Of Free Surface Of Liquids In TanksFor all conditions, the initial metacentric height and the stability curves should be corrected for the effect of free surfaces of liquids in tanks in accordance with the following assumptions:4.3.1 Where water ballast tanks are to be discharged and filled during the course of a voyage, the free surface effects should be calculated, to take account of the most onerous transitory stage relating to such operations, consistent with any operating instruction.In calculating the free surface effects in tanks containing consumable liquids, it should be assumed that for each type of liquid, at least one transverse pair or a single centreline tank has a free surface and the tank or combination of tanks taken into account should be those where the effect of free surfaces is the greatest.4.3.2 For the purpose of determining this free surface correction, the tanks assumed slack should be those which develop the greatest free surface moment, Mf.s. at a 30° inclination when in the 50 per cent full condition.4.3.3 The values of Mf.s. for each tank may be derived from the formula:Mf s V b k....=γδwhere:M f.s. is the free surface moment at any inclination, in metre-tonnesV is the tank total capacity in m3b is the tank maximum breadth in metresγ is the specific weight of liquid in the tank in t/m3δ is equal to (V/ blh) (the tank block coefficient)h is the tank maximum height in metresl is the tank maximum length in metresk is the dimensionless coefficient to be determined from the following table according to the ratio b/h. The intermediate values are determined by interpolation.4.3.4 Small tanks, which satisfy the following condition using the value of k corresponding to the angle of inclination of 30°, need not be included in computation:(Mf.s. / Δmin)< 0.01 mwhereΔmin = minimum ship displacement in tonnes (metric tonnes)4.3.5 The usual remainder of liquids in the empty tanks is not taken into account in computation.5.DAMAGE STABILITY CRETERIABeside the intact stability criteria, this vessel must also meet the requirements for damage stability imposed by SOLAS Part1.ChapterII-1.Part B-1 (Subdivision and damage stability of cargo ship) and relevant IACS requirements on following basisAt summer draft 6.820 m, the KG value is taken as 6.732 m, corresponding to 1.00 m GM value; while at partial draft 4.956 m, the KG value is taken as 6.751 m, corresponding to a 1.20 m GM value. These two points gives additional limits to the minimum GM and maximum KG derived from intact stability requirements. Detailed min. GM and max. KG curve can be found in this booklet.6.ASSESSMENT OF COMPLIANCE WITH STABILITY CRITERIAFor the purpose of assessing quickly whether the stability criteria set in proceeding paragraphs are met, a comprehensive limit KG (center of gravity above keel line) is given in this Manual with tabular values.The limit KG value is the maximum permissible KG corrected for free surface effect of liquids in tanks, regarding both the IMO regulations for intact stability and damage stability of cargo ships.Its usage is demonstrated in the following paragraph.7.GUIDELINE FOR TRIM & STABILITY CALCULATION7.1 DISPLACEMENT CALCULATION FROM DRAFT READING1. Read the drafts on the fore, aft and midship draft scales, obtaining T F', T A' and T⊗respectively.If measured port and starboard draughts are different, arithmetical mean of them is to be adopted.2. Correct the observed draught in order to obtain the draughts at FP, AP and midship. This is carried out using the table. in which the correction values can be obtained via apparent trim, as stated below:Apparent trim = TA' - TF'Thus, the corrected drafts are:Draft at midship: T⊗=T’⊗ + T⊗Draft at F.P. TF = TF' + TFDraft at A.P. TA = TA' + TATrim =TA-TFDeflection of the keel h =(TF+TA)/2 - T⊗If h >0, it is in hogging condition, and h<0, in sagging condition.3. Read displacement in table "DISPLACEMENT BY TRIM" with trim=TA-TF, and Draft=(TF+TA)/2-0.75h, obtaining displacement D (t)7.2 TRIM CALCULATIONThis calculation is preceded with "TRIM AND STABILITY CALCULATION SHEET" shown on following page.1. Put the weight of cargo, fuel, fresh water, ballast water, provision, crew and their effective, etc. into the column "Weight".2. Sum up the above mentioned weights to obtain DEADWEIGHT.3. Sum up the DEADWEIGHT and LIGHT SHIP obtain DISPLACEMENT4. Put the vertical and longitudinal center of gravity of each item into column "VCG" or "LCG", respectively.If the LCG is forward of midship, then LCG takes a "+" sign, and if after midship , takes "-" sign.5. Multiply the weights by their LCG, and put the products into "MOMENT abt. MS".6. Sum up the moments abt. MS. of each item, and divide the sum by DISPLACEMENT, we have LCG of the ship.7. Find TM, LCB, LCF and MTC in HYDROSTATIC TABLE according to DISPLACEMENT. Trim is found as:t = (LCG - LCB) * DISP/100/MTC *( p/1.025)Draft at FP:TF= TM + (0.5 - LCF/LPP ) * tDraft at AP:TA= TM - (0.5 + LCF/LPP ) * twhere:TM = mean draft, almost equal to draft at LCFLCF = Longitudinal position of the center of flotation.8. Evaluate basic working environment of the propeller by immersion rate, shown below:Submersion rate = I / Dp * 100 %where: Dp is the diameter of the propeller, h is the height of shaft centerline, above the ship's baseline.I = submersion of the propeller, shown on the figure below:For this vessel, 100% propeller immersion rate is achieved at 5.90 m draft at A.P.7.3 STABILITY CALCULATION"Stability" includes initial stability indicated in the form of initial metacentric height GMo and stability at large inclination expressed by "Righting Lever Curve" (or called GZ curve)This calculation is proceeded with use of "TRIM AND STABILITY CALCULATION SHEET" on following page, the same as for "TRIM CALCULATION". The procedure is described hereafter:1. The columns "WEIGHT" and "DISPLACEMENT" are obtained from trim calculation explained on the previous page.2. Put the vertical center of gravity of each loading weight into the column "VCG".3. Multiply the weight by VCG and put the result into column MOMENT about BL.4. Sum up the above moment abt. BL and put this sum into the bottom of this column.5. Divide the sum by displacement, thus the vertical center of gravity of the ship is obtained.6. Collect IFSM data from table "Initial Free Surface Moment", put them into the last column. Calculate the their sum and write it below the cell marked IFSM.7. Calculate initial metacentric height GMo as follows:Initial metacentric height GM = TKM - KGInitial metacentric height corrected by free surfaceGMo = GM - IFSM/DISPWhere: TKM is the transverse metacentric height above base line, obtained from "Hydrostatic Table"8. Static stability curve can be obtained as:Ls = Lf - KG *sin θ - Mfs/DISPwhere: Lf--form righting lever when assuming the VCG of the ship is equal to zero. Numerical values are tabulated in "CROSS STABILITY TABLE”.Mfs is the heeling moment due to liquid shifting,9. Integrate Ls from 0o to θ obtain dynamical stability lever. Trapezoid method of integral may be adopted.10. Plot the Ls against angle of heel, we have the Righting Lever Curve.11. Calculate capsizing lever due to steady wind Lw1, and capsizing lever due to gust windLw2, equilibrium angle θo, roll angle θ1 according to formula described on page 1- .12. Integrate area A and area B.13. Judge the stability according to intact stability criteria stated on above page.SIMPLIFIED METHOD OF EVALUATING STABILITYThis method is based on the tabulated values of the "LIMIT HEIGHT OF CENTER OF GRAVITY", which provides maximum allowable vertical center of gravity (KGmax), and minimum initial metacentric height (GMmin) against displacement of the ship. Following the procedure described below, we can easily evaluate whether the ship has sufficient stability or not.Maximum allowable vertical center of gravity is calculated in accordance with the intact stability criteria, but the condition for calculation of damage stability required by SOLAS 1974 Chapter II,Part B-1, Regulation are also incorporated. The conditions for calculation of damage stability are described on above page.The evaluating procedure is the following:1. Calculate displacement (DISP), vertical center of gravity of the ship, and total sum of initial free surface moments (IFSM) of all tanks that may have free surface during the voyage, in such a way as described in "Stability Calculation"2. Correct the vertical center of gravity KG by free surface effect as:KG'= KG + IFSM/DISP3. Find KGmax in the table "LIMIT HEIGHT OF CENTER OF GRAVITY" on page 1-24 according to displacement DISP.4. Compare KG' with KGmax. If KG' is less than KGmax, then, the ship has sufficient stability , and satisfies all intact stability criteria and the requirements of damage stability.If KG' is greater then KGmax, Master should alter the loading plan in order to modify stability. Then repeat step 1 thru 4, until KG' reaches the value less then KGmax.Alternately, by correcting initial metacentric height per formula:GMo = GM - IFSM/DISPwhereGMo is the corrected value of GM, the initial metacentric height uncorrected by the free surface effect of liquids in tanks, we can also use the table of "LIMIT HEIGHT OF CENTER OF GRAVITY" and find GMmin, the minimum allowable initial metacentric height. Then compare GMo and GMmin. If GMo is less then GMmin, the ship has bad stability, and the Master must alter the loading plan.8.CAPACITY TABLE OF TANKSTANK CAPACITYCEN. OF GRA.CEN. OF GRA FREENO. DESIGNATION FRAME VOLUMEWEIGHT Xg(LCG) Yg Zg(VCG)SURFACE项 名称 位置 容积 重量 重心纵向 重心横向 重心垂向自由液面目 (m3)t (m)(m)(m) t-m 货舱 CARGO HOLD1 NO.1 CARGO HOLD Fr110-Fr137 2806.49 33.050 0.000 7.0402 NO.2 CARGO HOLD Fr68-Fr110 3838.83 9.275 0.000 5.7033 NO.3 CARGO HOLD Fr28-Fr68 3588.43 -19.222 0.000 5.828合计 TOTAL 10233.75淡水舱 F.W.T4 F.W.T(P/S)Fr64-Fr70 41.98 41.98 -5.769 0.000 8.129 84.55合计 TOTAL 83.96 83.96压载舱 B.W.T5 F.P.T. Fr143-STEM 196.10 201.00 49.795 0.000 4.288 152.906 NO.1D.B.W.T(P) Fr122-Fr137 66.43 68.09 37.625 -3.022 0.704 260.867 NO.1D.B.W.T(S) Fr122-Fr137 72.42 74.23 37.301 2.865 0.699 240.258 NO.2D.B.W.T(P) Fr110-Fr122 62.60 64.17 28.265 -5.200 0.678 604.629 NO.2D.B.W.T(S) Fr110-Fr122 86.57 88.74 28.316 4.070 0.670 446.2810 NO.3D.B.W.T(P) Fr87-Fr110 135.81 139.21 16.171 -5.557 0.665 1366.9811 NO.3D.B.W.T(S) Fr87-Fr110 181.76 186.30 16.178 4.436 0.661 1011.2212 NO.4D.B.W.T(P) Fr68-Fr87 112.78 115.59 1.500 -5.574 0.663 1134.0113 NO.4D.B.W.T(S) Fr68-Fr87 150.73 154.50 1.500 4.452 0.660 838.9714 NO.1S.B.W.T(P/S) Fr122-Fr137 138.78 142.25 37.755 0.000 4.277 54.3215 NO.2S.B.W.T(P/S) Fr110-Fr122 76.80 78.72 28.843 0.000 4.093 5.5216 NO.3S.B.W.T(P/S) Fr87-Fr110 127.74 130.93 16.197 0.000 4.001 4.5517 NO.4S.B.W.T(P/S) Fr68-Fr87 105.58 108.21 1.500 0.000 4.000 3.7618 NO.5S.B.W.T(P/S) Fr46-Fr68 145.03 148.65 -12.756 0.000 3.488 4.3519 NO.6S.B.W.T(P/S) Fr28-Fr46 174.68 179.05 -27.966 0.000 4.033 49.5220 A.P.T(C) STERN-Fr9 62.44 64.00 -49.083 0.000 5.033 243.0221 A.B.W.T(P/S) STERN-Fr4 31.01 31.79 -51.604 0.000 7.914 20.37合计 TOTAL 2726.86 2795.03燃油舱 F.O.T22 NO.1F.O.T(P) Fr46-Fr68 102.90 98.78 -12.841 -4.917 0.651 185.9223 NO.1F.O.T(S) Fr46-Fr68 145.95 140.11 -12.844 3.797 0.650 530.0024 NO.2F.O.T(P) Fr28-Fr46 61.01 58.57 -25.819 -4.358 0.678 91.8325 NO.2F.O.T(S) Fr28-Fr46 96.23 92.38 -26.197 3.173 0.668 290.1926 F.O.OVERFLOW.T(P) Fr23-Fr28 9.29 8.92 -35.289 -2.645 0.862 5.1727 NO.1 F.O.SER.T(S) Fr21-Fr23 6.69 6.43 -37.350 6.355 7.400 1.70 28 NO.2 F.O.SER.T(S) Fr23-Fr2610.04 9.64 -35.600 6.355 7.400 2.54 29 NO.1F.O.SETTLING.T(S)Fr21-Fr23 7.93 7.61 -37.321 7.626 6.317 0.33 30 NO.2F.O.SETTLING.T(S)Fr23-Fr26 14.44 13.87 -35.565 7.709 6.160 0.54 合计 TOTAL 454.48 436.30 柴油舱 M.G.O31 NO.1 M.D.O(P) Fr16-Fr23 11.39 9.57 -38.651 -2.286 1.044 5.23 32 NO.1 M.D.O(S) Fr16-Fr25 17.23 14.47 -37.722 2.447 1.020 10.78 33NO.2 M.D.O(C)Fr12-Fr16 9.66 8.11 -42.666 0.000 0.700 12.18 34 M.D.O.SEV.T(S)Fr9-Fr13 8.98 7.54 -44.989 5.708 7.084 0.38 35 M.D.O.SETTLING.T(S)Fr9-Fr13 6.66 5.59 -44.897 7.042 7.570 1.13 合计 TOTAL53.91 45.28 滑油舱 L.O.T36 L.O. STORAGE TK(S)Fr5-Fr8 5.94 5.35 -47.997 6.020 7.566 1.93 37L.O.CIRCULATING TK(C)Fr17-Fr23 3.04 2.73 -38.750 0.000 0.900 0.57 合计 TOTAL8.98 8.08 杂项 MISCELLANEOUS38 S/T C.W.T （C ） STERN-Fr9 8.74 8.74 -47.265 0.013 2.285 0.96 39 BILGE WATER TK.(C) Fr9-Fr12 3.36 3.36 -45.263 0.000 0.753 2.67 40 SLUDGE TK.（S ）Fr25-Fr28 15.71 15.08 -34.168 2.384 0.915 29.94 41 PURIFY SLUDGE T(S) Fr15-Fr20 6.74 6.47 -39.732 6.044 5.220 3.18 42DIRTY L.O. TK (C)Fr17-Fr23 3.04 2.73 -38.750 0.000 0.300 0.57 43 SEWAGE TK(P) Fr4-Fr7 5.26 5.26 -48.594 -5.967 7.616 1.89 44 C.H. WASH TK.(C) Fr106-Fr110 16.1016.10 22.899 0.000 8.134 17.06 45合计 TOTAL58.9557.749. FREE SURFACE EFFECT CAPSIZING MOMENTLENGTH BREADTH HEIGHT VOLUMEDENSITYFREE SURFACE EFF. CAPSIZING MOMENTCOMPARTMENTl b h V ρMfs( m ) ( m ) ( m ) ( m 3)( t / m 3) 10 20 30 40 50 60* F.P.T. 8.360 10.400 8.100 196.10 1.025 20.8 43.0 68.8 101.6 122.4 129.4 * NO.1D.B.W.T(S) 10.500 7.863 1.300 72.42 1.025 42.4 54.8 54.5 50.8 45.2 37.9 * NO.2 D.B.W.T(S) 8.400 9.100 1.300 86.57 1.025 73.6 87.4 85.5 79.1 69.8 58.0 * NO.3 D.B.W.T(S) 16.100 9.100 1.300 181.76 1.025 161.6 192.0 188.0 173.9 153.3 127.5 * NO.4 D.B.W.T(S) 13.3009.1001.300150.731.025 134.3159.5156.2144.5127.4105.9NO.1S.B.W.T(P/S) 10.500 4.439 5.400 138.78 1.025 5.7 11.7 18.7 27.9 42.1 57.3NO.2S.B.W.T(P/S) 8.400 2.750 5.400 76.80 1.025 1.3 2.6 4.2 6.3 9.4 15.6 NO.3S.B.W.T(P/S) 16.100 1.500 5.400 127.74 1.025 0.8 1.6 2.6 3.9 5.9 9.7 NO.4S.B.W.T(P/S) 13.300 1.500 5.400 105.58 1.025 0.7 1.4 2.2 3.2 4.9 8.1 NO.5S.B.W.T(P/S) 15.400 1.500 6.700 145.03 1.025 0.7 1.5 2.3 3.5 5.3 8.7 NO.6S.B.W.T(P/S)12.600 5.000 6.700 174.68 1.025 6.3 13.1 20.9 31.1 46.9 69.3 * A.P.T(C) 7.60010.0002.40062.441.025 22.939.842.340.737.132.1A.B.W.T(P/S) 4.500 4.500 2.700 31.01 1.025 2.6 5.5 8.7 11.3 12.0 11.8 F.W.T(P/S) 4.200 6.270 2.300 41.98 1.000 8.8 18.2 23.4 24.2 23.2 21.0 * NO.1 F.O.T(S) 15.400 7.600 1.300 145.95 0.960 89.5 118.7 118.5 110.9 98.7 83.0 * NO.2 F.O.T(S) 12.6007.6001.30096.230.960 53.070.370.265.658.449.1NO.1 M.D.O(S) 6.300 3.800 1.660 17.23 0.840 1.2 2.5 3.7 4.0 3.9 3.6NO.2 M.D.O(C)2.800 4.728 1.200 9.660.8401.7 3.1 3.4 3.3 3.02.6JZ MARINE TRIM & STABILITY CALCULATION JZ403.101.005JS Page 161711.MINIMUM INITIAL METACENTRIC HEIGHTJZ MARINE TRIM& STABILITY CALCULATION JZ403.101.005JS Page 1812.MISCELLANEOUS CONSUMABLES ON DEPARTUREMISCELLANEOUS CONSUMABLES ON DEPARTUREVERTICAL LONGITUDINAL FREEDESIGNATION FRAME WEIGHT(t)Zg(VCG) MOMENT Xg(LCG)MOMENTSURFACE REMARK燃油溢油舱(左) F.O.OVERFLOW.T(P) Fr23-Fr28 8.74 0.86 7.53 -35.29 -308.43 0.00 98% NO.1燃油日用舱(右) NO.1 F.O.SER.T(S) Fr21-Fr23 6.30 7.40 46.60 -37.35 -235.18 0.00 98% NO.2燃油日用舱(右) NO.2 F.O.SER.T(S) Fr23-Fr26 9.45 7.40 69.90 -35.60 -336.26 0.00 98%NO.1燃油沉淀舱(右)NO.1F.O.SETTLING.T(S) Fr21-Fr23 7.46 6.32 47.12 -37.32 -278.40 0.00 98%NO.2燃油沉淀舱(右)NO.2F.O.SETTLING.T(S) Fr23-Fr26 13.59 6.16 83.70 -35.57 -483.26 0.00 98%柴油日用舱(右) M.D.O.SEV.T(S) Fr9-Fr13 7.39 7.08 52.36 -44.99 -332.54 0.00 98% 柴油沉淀舱(右) M.D.O.SETTLING.T(S)Fr9-Fr13 5.48 7.57 41.49 -44.90 -246.07 0.00 98% 滑油储存舱(右) L.O. STORAGE TK(S) Fr5-Fr8 5.24 7.57 39.65 -48.00 -251.54 1.93 98%滑油循环舱(中) L.O.CIRCULATINGTK(C) Fr17-Fr23 2.68 0.90 2.41 -38.75 -103.83 0.57 98%艉轴冷却水舱(中) S/T C.W.T(C) STERN-Fr98.74 2.29 19.97 -47.27 -413.00 0.96 100% 舱底水舱(中) BILGE WATER TK.(C) Fr9-Fr12 0.00 0.75 0.00 -45.26 0.00 2.67 0% 油渣舱(右) SLUDGE TK.(S) Fr25-Fr28 0.00 0.92 0.00 -34.17 0.00 29.94 0%分油机油渣舱(右) PURIFY SLUDGE T(S)Fr15-Fr20 0.00 5.22 0.00 -39.73 0.00 3.18 0%污滑油舱(中) DIRTY L.O. TK (C) Fr17-Fr23 0.00 0.30 0.00 -38.75 0.00 0.57 0% 污水舱(左) SEWAGE TK(P) Fr4-Fr7 0.00 7.62 0.00 -48.59 0.00 1.89 0%TOTAL 75.061 5.472 410.734 -39.815 -2988.52 41.710 JZ MARINE TRIM& STABILITY CALCULATION JZ403.101.005JS Page 1913.MISCELLANEOUS CONSUMABLES ON ARRIVALMISCELLANEOUS CONSUMABLES ON ARRIVALVERTICAL LONGITUDINAL FREEDESIGNATION FRAME WEIGHT(t)Zg(VCG) MOMENT Xg(LCG)MOMENTSURFACE REMARK燃油溢油舱(左) F.O.OVERFLOW.T(P) Fr23-Fr28 8.74 0.86 7.53 -35.29 -308.43 0.00 98% NO.1燃油日用舱(右) NO.1 F.O.SER.T(S) Fr21-Fr23 6.30 7.40 46.60 -37.35 -235.18 0.00 98% NO.2燃油日用舱(右) NO.2 F.O.SER.T(S) Fr23-Fr26 9.45 7.40 69.90 -35.60 -336.26 0.00 98%NO.1燃油沉淀舱(右)NO.1F.O.SETTLING.T(S) Fr21-Fr23 7.46 6.32 47.12 -37.32 -278.40 0.00 98%NO.2燃油沉淀舱(右)NO.2F.O.SETTLING.T(S) Fr23-Fr26 13.59 6.16 83.70 -35.57 -483.26 0.00 98%柴油日用舱(右) M.D.O.SEV.T(S) Fr9-Fr13 7.39 7.08 52.36 -44.99 -332.54 0.00 98% 柴油沉淀舱(右) M.D.O.SETTLING.T(S)Fr9-Fr13 5.48 7.57 41.49 -44.90 -246.07 0.00 98% 滑油储存舱(右) L.O. STORAGE TK(S) Fr5-Fr8 0.53 7.57 4.05 -48.00 -25.67 1.93 10%滑油循环舱(中) L.O.CIRCULATINGTK(C) Fr17-Fr23 0.27 0.90 0.25 -38.75 -10.60 0.57 10%艉轴冷却水舱(中) S/T C.W.T(C) STERN-Fr98.74 2.29 19.97 -47.27 -413.00 0.96 100% 舱底水舱(中) BILGE WATER TK.(C) Fr9-Fr12 3.36 0.75 2.53 -45.26 -151.90 2.67 100% 油渣舱(右) SLUDGE TK.(S) Fr25-Fr28 15.08 0.92 13.80 -34.17 -515.25 29.94 100% 分油机油渣舱(右) PURIFY SLUDGE T(S)Fr15-Fr20 6.47 5.22 33.79 -39.73 -257.19 3.18 100% 污滑油舱(中) DIRTY L.O. TK (C) Fr17-Fr23 2.73 0.30 0.82 -38.75 -105.94 0.57 100% 污水舱(左) SEWAGE TK(P) Fr4-Fr7 5.26 7.62 40.08 -48.59 -255.70 1.89 100%TOTAL 100.854 4.600 463.972 -39.219 -3955.39 41.710 JZ MARINE TRIM& STABILITY CALCULATION JZ403.101.005JS Page 20JZ MARINE TRIM AND STABILITY CALCULATION JZ403.101.005JS Page 21General Loading Case No.1LIGHT SHIPWEIGHTVCGMOMENT LCGMOMENT FSMI T E Mabt.BLabt.MS( t ) ( m )( t-m )( m ) ( t-m )( t-m )Crew, Luggage 0.0017.0000.0-45.0000.0Provisions(P&S)0.008.1290.0-5.7690.00.00No.1 F.O.T(P&S)0.000.6500.0-12.8430.00.00No.2 F.O.T(P&S)0.000.6720.0-26.0500.00.00NO.1 M.D.O(P&S)0.00 1.0300.0-38.0920.00.00NO.2 M.D.O(C)0.000.7000.0-42.6660.00.00Miscellaneous Consumables 0.00 5.470.0-39.820.00.000.00.00.00Cargo00.00.00.00 No.1 Cargo Hold 0.007.0400.033.0500.00.00 No.2 Cargo Hold 0.00 5.7030.09.2750.00.00 No.3 Cargo Hold 0.00 5.8280.0-19.2220.00.00BALLAST WATER (C)0.00 4.2880.049.7950.00.00No.1 D.B Tk(P&S)0.000.7010.037.4560.00.00No.2 D.B Tk(P&S)0.000.6730.028.2950.00.00No.3 D.B Tk(P&S)0.000.6630.016.1750.00.00No.4 D.B Tk(P&S)0.000.6610.0 1.5000.00.00No.1 S.B.W.T(P&S)0.00 4.2770.037.7550.00.00No.2 S.B.W.T(P&S)0.00 4.0930.028.8430.00.00No.3 S.B.W.T(P&S)0.00 4.0010.016.1970.00.00No.4 S.B.W.T(P&S)0.00 4.0000.0 1.5000.00.00No.5 S.B.W.T(P&S)0.00 3.4880.0-12.7560.00.00No.6 S.B.W.T(P&S)0.00 4.0330.0-27.9660.00.00APTk(C)0.00 5.0330.0-49.0830.00.00Aft (P&S)0.007.9140.0-51.6040.00.00DEADWEIGHT 0.000.00.0LIGHT SHIP 3050.007.04021472.0-6.280-19154.0 DISPLACEMENT3050.07.04021472.0-6.280-19154.00.00Lpp =104.52 ( m ) TRIM AND INITIAL STABILITYDp =3.400 ( m ) h =2.000( m )Draft Moulded ( m ) 2.147 3.9497KG ( m )7.040LCG *( m )-6.280TKM 8.649( m )12.963LCB *( m ) 3.300 3.0401IFSM ( t-m ) 0LCF *( m ) 3.168 2.0743IFSM/DISP ( m ) 0.000MTC ( t-m/cm )88.17397.849GM ( m ) 5.923Trim **( m ) 3.314GMo ( m ) 5.923Draft at F.P.( m )0.591KG'=KG+IFSM/DISP ( m ) 7.040Draft at A.P.( m ) 3.904Immersion RateDraft at M.S.( m )2.248of Propeller( % )106.0GMo5.9230.150Note:* Minus sign "-" stands for position after midship ** Trim = draft at A.P. - draft at F.P.STABILITY REQUIREMENTALLOWABLE GMoJUDGEMENTYES。
船舶稳性计算表
船舶稳性计算表
1501
港口： 京唐
2015/1/5
重量(t)
垂向力臂(m)
垂向力矩(t.m)
自由液面力矩(t.m)=自 由液面*液体密度
10039
9.346
93824.494
261
10.351
2701.611
8500 9000
7
59500
7
63000
8400
6
50400
8600
6
51600
8140
6
55
8.73
480.15
135
351
13.8
4843.8
441.7
13
8.6
111.8
8.8
10.9
0
0
5KG=总垂向力矩/总排水量 KM:根据总排水量查载重表 GM=KM-KG ⊿GM=总自由液面力矩/总排水量 G0M=GM-⊿GM(自由液面修正值)
7.039 13.87 6.831 0.878 5.953
江苏华江海运有限公司
报送单位:船舶保存
船名:华江8轮
项目
空船 常数 第一货舱 第二货舱 第三货舱 第四货舱 第五货舱 左淡水舱 右淡水舱 首尖舱 第一双压载舱 第二双压载舱 第三双压载舱 第四双压载舱 第五双压载舱 第一上边舱 第二上边舱 第三上边舱 第四上边舱 尾尖舱 轻油舱 重油舱 滑油 重油日用柜 总计
48840
75
13.4
1005
203
73
13.8
1007.4
269
25
0.03
0.75
43
20
0.03
0.6
5555
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船舶静力学计算及稳性衡准系统V4.0(0406)WH00033* * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** ** ** 船舶完整稳性计算书** ** ** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * *船名: 杨小城船数据库名: 杨小城船.mdy图纸号:委托单位:计算标识:计算单位: 扬州华海船舶设计有限公司计算签名:审核签名:批准签名:计算日期: 2009 年04 月11 日程序编制单位: 中国船级社武汉规范研究所船舶稳性计算书CALCULTION ON STABILITY一概述１选用规范: 2004年版《内河船舶法定检验技术规则》第六篇稳性（以下简称《规则》）２船舶种类: 干货船---- 货船３航区: Ｊ２级航段, Ａ级航区４主要要素:船长L -------------------- 110.000 m垂线间长Lp -------------------- 106.300 m型宽 B -------------------- 19.200 m型深 D -------------------- 7.060 m设计吃水T -------------------- 6.300 m舭龙骨面积Ab -------------------- 0.000 m^2设计航速Vm -------------------- 16.000 km/h水的重量密度r -------------------- 1.000 t/m^3船型特征TYPE -------------------- 常规船型５计算说明: 本计算书用静水力数据计算进水位置极限静倾位置项目垂向坐标纵向坐标横向坐标垂向坐标纵向坐标横向坐标单位(m) (m) (m) (m) (m) (m)位置 1 7.580 -41.210 7.600 7.080 0.000 9.600６结论: 本船完整稳性满足《规则》要求二使用说明１稳性计算书中所取的装载情况是船舶设计的基本情况,若船舶在营运中的实际装载超过稳性计算书中的基本情况时,应在船舶出航前核算稳性,以保证船舶的航行安全.２船舶稳性不符合规范要求而必须采用永久性水压载时,须征得用船单位和验船部门的同意,并采取有效措施,以保证压载的可靠性.３稳性计算虽已符合规范要求,但船长仍应注意船舶装载,气象和水文情况,并谨慎驾驶.４在使用最大许用重心高度曲线(没有计入自由液面影响)来判断船舶稳性是否满足规范要求时,应根据具体装载情况计入自由液面影响.三船舶稳性总结表序号项目单位符号与公式满载出港满载到港满载出港1 排水量t △11475.000 11409.300 11679.0002 计算吃水m d 6.000 5.968 6.1003 艏吃水m Tf 6.553 6.610 6.6684 艉吃水m Ta 5.490 5.375 5.5765 重心垂向坐标m KG 4.312 4.293 4.3156 初稳性高度(未修正) m GMo 4.214 4.247 4.1657 初稳性高度(修正后) m GM1 4.202 4.236 4.1548 进水角deg Qj 11.334 11.570 10.6039 极限静倾角deg Qr 6.396 6.588 5.80010 基本初稳性要求值m GMk 0.200 0.200 0.20011 初稳性衡准数Kh 21.012 21.178 20.76812 最大复原力臂对应角deg Qm 25.990 26.414 25.08913 最大力臂对应角要求值deg Qmk ----- ----- -----14 最大力臂对应角衡准数Klm ----- ----- -----15 最大复原力臂m lm 0.9977 1.0338 0.924316 最大复原力臂要求值m lmk ----- ----- -----17 最大复原力臂衡准数Kl ----- ----- -----18 进水角对应复原力臂m lj 0.7418 0.7719 0.676019 复原力臂要求值m lk ----- ----- -----20 复原力臂衡准数Klu ----- ----- -----21 稳性面积(实取) rad.m ldu 0.0781 0.0834 0.066722 稳性面积要求值rad.m Ad 0.0637 0.0634 0.064423 稳性面积衡准数Kldo 1.227 1.314 1.03624 消失角deg Qv 76.515 77.448 75.38425 消失角要求值Qvk ----- ----- -----26 消失角衡准数Kv ----- ----- -----27 进水角要求值Qjk ----- ----- -----28 进水角衡准数Koj ----- ----- -----29 横摇角deg Q1 5.898 5.911 5.90030 最小倾覆力臂m lq 0.1861 0.1990 0.155531 最小倾覆力臂m lqo 0.3975 0.4131 0.362932 风压倾侧力臂m lf 0.0025 0.0026 0.002433 风压稳性衡准数K 74.077 77.678 65.72234 水流倾侧力臂m lj 0.0281 0.0280 0.027135 急流稳性衡准数Kj 14.154 14.735 13.40936 回航倾侧力矩kN.m Mr 1483.178 1470.851 1470.07137 回航静倾角计算值deg Qrk 0.250 0.183 0.24338 回航静倾角衡准数Kor 25.623 35.929 23.88539 完整稳性衡准结论满足满足满足序号项目单位符号与公式满载到港空载出港空载到港1 排水量t △11613.300 1609.000 1543.3002 计算吃水m d 6.068 0.995 0.9593 艏吃水m Tf 6.724 0.604 0.6854 艉吃水m Ta 5.462 1.371 1.2225 重心垂向坐标m KG 4.296 3.063 2.8706 初稳性高度(未修正) m GMo 4.198 29.626 30.8477 初稳性高度(修正后) m GM1 4.187 28.139 29.2978 进水角deg Qj 10.839 77.344 78.1669 极限静倾角deg Qr 5.992 14.000 14.00010 基本初稳性要求值m GMk 0.200 0.200 0.20011 初稳性衡准数Kh 20.934 140.693 146.48412 最大复原力臂对应角deg Qm 25.553 23.089 23.09613 最大力臂对应角要求值deg Qmk ----- ----- -----14 最大力臂对应角衡准数Klm ----- ----- -----15 最大复原力臂m lm 0.9596 4.7620 4.891616 最大复原力臂要求值m lmk ----- 0.2500 0.250017 最大复原力臂衡准数Kl ----- 19.048 19.56618 进水角对应复原力臂m lj 0.7048 1.8458 1.957319 复原力臂要求值m lk ----- ----- -----20 复原力臂衡准数Klu ----- ----- -----21 稳性面积(实取) rad.m ldu 0.0715 1.4711 1.521822 稳性面积要求值rad.m Ad 0.0642 ----- -----23 稳性面积衡准数Kldo 1.114 ----- -----24 消失角deg Qv 76.400 100.981 103.75025 消失角要求值Qvk ----- ----- -----26 消失角衡准数Kv ----- ----- -----27 进水角要求值Qjk ----- ----- -----28 进水角衡准数Koj ----- ----- -----29 横摇角deg Q1 5.914 9.132 8.96830 最小倾覆力臂m lq 0.1679 3.1344 3.251731 最小倾覆力臂m lqo 0.3781 4.0825 4.205732 风压倾侧力臂m lf 0.0024 0.1021 0.106933 风压稳性衡准数K 69.622 30.712 30.41034 水流倾侧力臂m lj 0.0270 0.0628 0.058435 急流稳性衡准数Kj 13.996 65.007 72.02136 回航倾侧力矩kN.m Mr 1458.226 408.202 367.02737 回航静倾角计算值deg Qrk 0.178 0.091 0.03838 回航静倾角衡准数Kor 33.644 154.109 365.36539 完整稳性衡准结论满足满足满足四最大许用重心高度曲线( 没有计入自由液面影响单位: m )序号项目＼排水量(t) 900.000 1800.000 2700.000 3600.000 4500.0001 风压稳性衡准要求31.205 25.668 19.274 15.496 13.5402 急流稳性衡准要求30.000 25.235 17.247 13.765 12.2673 最大力臂对应角衡准要求----- ----- ----- ----- -----4 最大复原力臂衡准要求----- ----- ----- ----- -----5 复原力臂衡准要求----- ----- ----- ----- -----6 稳性面积衡准要求32.567 22.953 16.773 13.801 12.3367 消失角衡准要求----- ----- ----- ----- -----8 初稳性衡准要求53.212 29.462 20.137 16.188 13.6319 回航静倾角衡准要求24.921 21.393 18.029 15.405 13.509∑最大许用重心高度曲线24.921 21.393 16.773 13.765 12.267序号项目＼排水量(t) 5400.000 6300.000 7200.000 8100.000 9000.0001 风压稳性衡准要求12.234 11.236 10.442 9.802 9.2422 急流稳性衡准要求11.290 10.464 9.733 9.078 8.5513 最大力臂对应角衡准要求----- ----- ----- ----- -----4 最大复原力臂衡准要求----- ----- ----- ----- -----5 复原力臂衡准要求----- 10.713 9.924 9.153 -----6 稳性面积衡准要求11.430 ----- ----- ----- 8.2787 消失角衡准要求----- ----- ----- ----- -----8 初稳性衡准要求12.019 10.898 10.070 9.459 9.0199 回航静倾角衡准要求12.063 10.933 10.104 9.526 9.078∑最大许用重心高度曲线11.290 10.464 9.733 9.078 8.278序号项目＼排水量(t) 9900.000 10800.000 11700.000 12600.000 13500.0001 风压稳性衡准要求8.928 8.570 8.067 7.495 0.0002 急流稳性衡准要求8.157 7.765 7.293 6.929 -----3 最大力臂对应角衡准要求----- ----- ----- ----- -----4 最大复原力臂衡准要求----- ----- ----- ----- -----5 复原力臂衡准要求----- ----- ----- ----- -----6 稳性面积衡准要求7.559 6.511 4.451 0.000 0.0007 消失角衡准要求----- ----- ----- ----- -----8 初稳性衡准要求8.708 8.477 8.275 8.054 7.7629 回航静倾角衡准要求8.727 8.409 7.923 7.621 5.995∑最大许用重心高度曲线7.559 6.511 4.451 0.000 0.000五受风面积计算侧投影面积形心高度序号项目面积满实系数流线系数受风面积垂向坐标面积矩修正系数(m^2) (m^2) (m) (m^3)1 舷墙19.400 1.000 1.000 19.400 7.950 154.23 1.0002 舱口围板64.000 1.000 1.000 64.000 7.525 481.60 1.0003 货物超过围板25.000 1.000 1.000 25.000 7.900 197.50 1.0004 甲板室88.800 1.000 1.000 88.800 12.000 1065.60 1.0005 其他21.000 1.000 1.000 21.000 9.000 189.00 1.0006 非满实面积23.064 10.939 252.30 1.0007 主甲板至水线(1) 154.810 6.746 1044.40 1.0008 主甲板至水线(2) 158.330 6.730 1065.50 1.0009 主甲板至水线(3) 143.878 6.798 978.15 1.00010 主甲板至水线(4) 147.399 6.782 999.61 1.00011 主甲板至水线(5) 698.120 4.229 2952.03 1.00012 主甲板至水线(6) 701.869 4.211 2955.71 1.000----------------------------------------------------------------------------------------------1 满载出港396.073 8.545 3384.63 1.0002 满载到港399.593 8.523 3405.73 1.0003 满载出港385.142 8.616 3318.38 1.0004 满载到港388.662 8.593 3339.84 1.0005 空载出港939.383 5.634 5292.26 1.0006 空载到港943.133 5.615 5295.94 1.000----------------------------------------------------------------------------------------------满载出港∑= (1)+(2)+(3)+(4)+(5)+(6)+(7)满载到港∑= (1)+(2)+(3)+(4)+(5)+(6)+(8)满载出港∑= (1)+(2)+(3)+(4)+(5)+(6)+(9)满载到港∑= (1)+(2)+(3)+(4)+(5)+(6)+(10)空载出港∑= (1)+(2)+(3)+(4)+(5)+(6)+(11)空载到港∑= (1)+(2)+(3)+(4)+(5)+(6)+(12)六自由液面修正计算1. 舱柜尺寸序号舱名舱类说明体积长度宽度高度密度载量系数惯性矩横倾力矩(30)(m^3) (m) (m) (m) (t/m^3) (m^4) (kN.m)1 燃油舱柜单舱93.60 2.750 8.800 3.890 0.840 0.730 156.2 681.04 X2 艉尖舱单舱422.40 4.400 18.340 6.460 1.000 0.200 2261.9 7380.14 X 2. 初稳性高度修正计算序号舱名舱类说明惯性矩满载出港满载到港满载出港1 燃油舱柜单舱156.2 0.011 0.011 0.0112 艉尖舱单舱2261.9 ----- ----- -----------------------------------------------------------------------------------------------对初稳性高度修正（m ）0.011 0.011 0.011序号舱名舱类说明惯性矩满载到港空载出港空载到港1 燃油舱柜单舱156.2 0.011 0.082 0.0852 艉尖舱单舱2261.9 ----- 1.406 1.466------------------------------------------------------------------------------------------对初稳性高度修正（m ）0.011 1.487 1.551 七各种装载稳性计算装载序号: 1载况名称: 满载出港载况附加说明: 不计算特殊稳性衡准______________________________________________________________________________________________1. 重量重心计算垂向坐标纵向坐标横向坐标序号项目重量力臂重量矩力臂重量矩力臂重量矩(t) (m) (t.m) (m) (t.m) (m) (t.m)1 空船1450.000 2.850 4132.50 -1.165 -1689.25 0.000 0.002 船员及行李 2.000 12.800 25.60 -44.400 -88.80 0.000 0.003 备品 5.000 12.500 62.50 -43.000 -215.00 0.000 0.004 清水10.000 14.600 146.00 -48.250 -482.50 -6.170 -61.705 货物9950.000 4.500 44775.00 0.400 3980.00 0.000 0.006 燃油55.000 5.800 319.00 -49.840 -2741.20 0.000 0.007 滑油 3.000 5.200 15.60 -48.450 -145.35 0.000 0.00满载出港11475.000 4.312 49476.20 -0.120 -1382.10 -0.005 -61.70 2. 浮态和初稳性高度水线船长Lw ------------- 108.618 m 初始横倾角Qo --------- 0.073 deg水线船宽Bs ------------- 19.200 m 进水角Qj --------- 11.334 deg计算吃水 d ------------- 6.000 m 极限静倾角Qr --------- 6.396 deg艏吃水Tf ------------- 6.553 m 初稳性高度(未修正)GMo ----- 4.214 m艉吃水Ta ------------- 5.490 m 自由液面修正量△GM ----- 0.011 m 最小干舷 F ------------- 1.060 m 初稳性高度(修正后)GM1 ----- 4.202 m受风面积Af ------------- 396.073 m^2 面积形心垂向坐标Zf ----- 8.545 m方型系数Cb ------------- 0.933 进水位置------------- 位置13. 复原力臂曲线角度形状稳性力臂自由液面修正值复原力臂(修正后) 动稳性力臂(deg) ( m ) ( m ) ( m ) (m.rad)0.00 0.0000 0.0000 -0.0054 0.00005.00 0.7332 0.0010 0.3511 0.015310.00 1.4315 0.0020 0.6755 0.061015.00 2.0051 0.0030 0.8810 0.129820.00 2.4536 0.0041 0.9699 0.211025.00 2.8291 0.0053 0.9969 0.297130.00 3.1516 0.0060 0.9852 0.383735.00 3.4337 0.0064 0.9499 0.468340.00 3.6763 0.0066 0.8942 0.549045.00 3.8738 0.0066 0.8147 0.623750.00 4.0290 0.0065 0.7163 0.690655.00 4.1417 0.0063 0.6005 0.748260.00 4.2163 0.0061 0.4737 0.795165.00 4.2509 0.0057 0.3354 0.830470.00 4.2513 0.0053 0.1927 0.853575.00 4.2160 0.0049 0.0451 0.863980.00 4.1468 0.0044 -0.1046 0.86134. 初稳性高度和复原力臂曲线的衡准计算初稳性高度(修正后)GM1 ----- 4.202 m 进水角Qj ------- 11.334 deg基本初稳性要求值GMk ----- 0.200 m 进水角对应复原力臂lj ----- 0.7418 m 初稳性衡准数Kh ----- 21.012 进水角对应稳性面积Adj ----- 0.0781 rad.m最大复原力臂对应角Qm ----- 25.990 deg 最大复原力臂lm ------- 0.9977 m 最大力臂对应角要求值Qmk----- ----- deg 最大复原力臂要求值lmk ----- ----- m最大力臂对应角衡准数Klm----- ----- 最大复原力臂衡准数Kl ----- -----消失角Qv ----- 76.515 deg 稳性面积(实取) ldu ----- 0.0781 rad.m消失角要求值Qvk ----- ----- deg 稳性面积要求值Ad ----- 0.0637 rad.m 消失角衡准数Kv ----- ----- 稳性面积衡准数Kldo ----- 1.2275. 稳性衡准数计算横摇自摇周期To ------- 7.239 s 系数C1 ------- 0.0850系数(实取) C2 ------- 0.3968 系数(实取) C3 ------- 0.0114系数C4 ------- 1.0000 横摇角Q1 ------- 5.898 deg进水角Qj ------- 11.334 deg 进水角对应动稳性力臂ldj----- 0.0781 rad.m极限动倾角(不计横摇)Qdm----- 45.898 deg 极限动倾角对应动力臂ldm----- 0.6363 rad.m 横倾角(实取) Qu ------- 11.334 deg 最小倾覆力臂lqo ------- 0.3975 m横摇幅度Qp ------- 5.971 deg 横摇幅度对应动稳性力臂ldp--- 0.0224 rad.m 极限动倾角(计横摇)Qdm ----- 51.256 deg 极限动倾角对应动力臂ldm --- 0.7059 rad.m 横倾角(实取) Qu ------- 11.334 deg 最小倾覆力臂lq ------- 0.1861 m受风面积Af ------- 396.073 m^2 面积形心垂向坐标Zf ------- 8.545 m系数ao ------- 1.000 单位计算风压值P ------- 280.405 Pa风压倾侧力臂lf ------- 0.0025 m 风压稳性衡准数Kf ------- 74.077急流系数Cj ------- 0.377 系数a1 ------- 0.028水流倾侧力臂lj ------- 0.0281 m 急流稳性衡准数Kj ------- 14.154佛氏数Fr ------- 0.136 系数a2 ------- 0.450系数a3 ------- 0.000 回航倾侧力臂lr ------- 0.0132 m回航静横倾角Qr ------- 0.250 deg 回航静倾角衡准数Kor ------- 25.6236. 结论: 满足《规则》要求装载序号: 2载况名称: 满载到港载况附加说明: 不计算特殊稳性衡准______________________________________________________________________________________________ 1. 重量重心计算垂向坐标纵向坐标横向坐标序号项目重量力臂重量矩力臂重量矩力臂重量矩(t) (m) (t.m) (m) (t.m) (m) (t.m)1 空船1450.000 2.850 4132.50 -1.165 -1689.25 0.000 0.002 船员及行李 2.000 12.800 25.60 -44.400 -88.80 0.000 0.003 货物9950.000 4.500 44775.00 0.400 3980.00 0.000 0.004 备品(9) 0.500 12.000 6.00 -43.000 -21.50 0.000 0.005 清水(9) 1.000 14.000 14.00 -48.250 -48.25 -6.170 -6.176 燃油(9) 5.500 4.320 23.76 -49.840 -274.12 0.000 0.007 滑油(9) 0.300 4.330 1.30 -48.450 -14.54 0.000 0.00满载到港11409.300 4.293 48978.16 0.162 1843.55 -0.001 -6.172. 浮态和初稳性高度水线船长Lw ------------- 108.607 m 初始横倾角Qo --------- 0.007 deg水线船宽Bs ------------- 19.200 m 进水角Qj --------- 11.570 deg计算吃水 d ------------- 5.968 m 极限静倾角Qr --------- 6.588 deg艏吃水Tf ------------- 6.610 m 初稳性高度(未修正)GMo ----- 4.247 m艉吃水Ta ------------- 5.375 m 自由液面修正量△GM ----- 0.011 m最小干舷 F ------------- 1.092 m 初稳性高度(修正后)GM1 ----- 4.236 m受风面积Af ------------- 399.593 m^2 面积形心垂向坐标Zf ----- 8.523 m方型系数Cb ------------- 0.933 进水位置------------- 位置13. 复原力臂曲线角度形状稳性力臂自由液面修正值复原力臂(修正后) 动稳性力臂(deg) ( m ) ( m ) ( m ) (m.rad)0.00 0.0000 0.0000 -0.0005 0.00005.00 0.7350 0.0010 0.3594 0.015910.00 1.4398 0.0020 0.6919 0.062615.00 2.0205 0.0031 0.9059 0.133220.00 2.4737 0.0042 1.0009 0.216925.00 2.8522 0.0053 1.0322 0.305930.00 3.1764 0.0061 1.0236 0.395735.00 3.4594 0.0065 0.9904 0.483840.00 3.7021 0.0066 0.9358 0.568045.00 3.8989 0.0067 0.8566 0.646450.00 4.0527 0.0066 0.7575 0.716955.00 4.1633 0.0064 0.6403 0.778060.00 4.2355 0.0061 0.5116 0.828365.00 4.2672 0.0058 0.3707 0.866970.00 4.2646 0.0054 0.2252 0.892975.00 4.2261 0.0049 0.0746 0.906080.00 4.1536 0.0044 -0.0784 0.90594. 初稳性高度和复原力臂曲线的衡准计算初稳性高度(修正后)GM1 ----- 4.236 m 进水角Qj ------- 11.570 deg基本初稳性要求值GMk ----- 0.200 m 进水角对应复原力臂lj ----- 0.7719 m 初稳性衡准数Kh ----- 21.178 进水角对应稳性面积Adj ----- 0.0834 rad.m最大复原力臂对应角Qm ----- 26.414 deg 最大复原力臂lm ------- 1.0338 m 最大力臂对应角要求值Qmk----- ----- deg 最大复原力臂要求值lmk ----- ----- m最大力臂对应角衡准数Klm----- ----- 最大复原力臂衡准数Kl ----- -----消失角Qv ----- 77.448 deg 稳性面积(实取) ldu ----- 0.0834 rad.m消失角要求值Qvk ----- ----- deg 稳性面积要求值Ad ----- 0.0634 rad.m 消失角衡准数Kv ----- ----- 稳性面积衡准数Kldo ----- 1.3145. 稳性衡准数计算横摇自摇周期To ------- 7.222 s 系数C1 ------- 0.0853系数(实取) C2 ------- 0.3970 系数(实取) C3 ------- 0.0114系数C4 ------- 1.0000 横摇角Q1 ------- 5.911 deg进水角Qj ------- 11.570 deg 进水角对应动稳性力臂ldj----- 0.0834 rad.m极限动倾角(不计横摇)Qdm----- 46.654 deg 极限动倾角对应动力臂ldm----- 0.6706 rad.m 横倾角(实取) Qu ------- 11.570 deg 最小倾覆力臂lqo ------- 0.4131 m横摇幅度Qp ------- 5.918 deg 横摇幅度对应动稳性力臂ldp--- 0.0227 rad.m 极限动倾角(计横摇)Qdm ----- 51.930 deg 极限动倾角对应动力臂ldm --- 0.7416 rad.m 横倾角(实取) Qu ------- 11.570 deg 最小倾覆力臂lq ------- 0.1990 m受风面积Af ------- 399.593 m^2 面积形心垂向坐标Zf ------- 8.523 m系数ao ------- 1.000 单位计算风压值P ------- 280.703 Pa风压倾侧力臂lf ------- 0.0026 m 风压稳性衡准数Kf ------- 77.678急流系数Cj ------- 0.377 系数a1 ------- 0.028水流倾侧力臂lj ------- 0.0280 m 急流稳性衡准数Kj ------- 14.735佛氏数Fr ------- 0.136 系数a2 ------- 0.450系数a3 ------- 0.000 回航倾侧力臂lr ------- 0.0131 m回航静横倾角Qr ------- 0.183 deg 回航静倾角衡准数Kor ------- 35.9296. 结论: 满足《规则》要求装载序号: 3载况名称: 满载出港载况附加说明: 不计算特殊稳性衡准______________________________________________________________________________________________ 1. 重量重心计算垂向坐标纵向坐标横向坐标序号项目重量力臂重量矩力臂重量矩力臂重量矩(t) (m) (t.m) (m) (t.m) (m) (t.m)1 空船1450.000 2.850 4132.50 -1.165 -1689.25 0.000 0.002 船员及行李 2.000 12.800 25.60 -44.400 -88.80 0.000 0.003 备品 5.000 12.500 62.50 -43.000 -215.00 0.000 0.004 清水10.000 14.600 146.00 -48.250 -482.50 -6.170 -61.705 燃油55.000 5.800 319.00 -49.840 -2741.20 0.000 0.006 滑油 3.000 5.200 15.60 -48.450 -145.35 0.000 0.007 货物(9) 10154.000 4.500 45693.00 0.400 4061.60 0.000 0.00满载出港11679.000 4.315 50394.20 -0.111 -1300.50 -0.005 -61.702. 浮态和初稳性高度水线船长Lw ------------- 108.651 m 初始横倾角Qo --------- 0.073 deg水线船宽Bs ------------- 19.200 m 进水角Qj --------- 10.603 deg计算吃水 d ------------- 6.100 m 极限静倾角Qr --------- 5.800 deg艏吃水Tf ------------- 6.668 m 初稳性高度(未修正)GMo ----- 4.165 m艉吃水Ta ------------- 5.576 m 自由液面修正量△GM ----- 0.011 m最小干舷 F ------------- 0.960 m 初稳性高度(修正后)GM1 ----- 4.154 m受风面积Af ------------- 385.142 m^2 面积形心垂向坐标Zf ----- 8.616 m方型系数Cb ------------- 0.935 进水位置------------- 位置13. 复原力臂曲线角度形状稳性力臂自由液面修正值复原力臂(修正后) 动稳性力臂(deg) ( m ) ( m ) ( m ) (m.rad)0.00 0.0000 0.0000 -0.0053 0.00005.00 0.7274 0.0010 0.3451 0.015210.00 1.4045 0.0020 0.6481 0.059415.00 1.9562 0.0030 0.8314 0.124820.00 2.3908 0.0041 0.9061 0.201025.00 2.7577 0.0052 0.9243 0.281130.00 3.0752 0.0059 0.9074 0.361235.00 3.3545 0.0063 0.8690 0.438840.00 3.5965 0.0065 0.8126 0.512445.00 3.7961 0.0065 0.7349 0.580050.00 3.9555 0.0064 0.6405 0.640155.00 4.0745 0.0062 0.5308 0.691360.00 4.1568 0.0060 0.4115 0.732565.00 4.2004 0.0056 0.2820 0.762870.00 4.2102 0.0052 0.1486 0.781675.00 4.1846 0.0048 0.0107 0.788680.00 4.1256 0.0043 -0.1290 0.78344. 初稳性高度和复原力臂曲线的衡准计算初稳性高度(修正后)GM1 ----- 4.154 m 进水角Qj ------- 10.603 deg 基本初稳性要求值GMk ----- 0.200 m 进水角对应复原力臂lj ----- 0.6760 m 初稳性衡准数Kh ----- 20.768 进水角对应稳性面积Adj ----- 0.0667 rad.m最大复原力臂对应角Qm ----- 25.089 deg 最大复原力臂lm ------- 0.9243 m 最大力臂对应角要求值Qmk----- ----- deg 最大复原力臂要求值lmk ----- ----- m 最大力臂对应角衡准数Klm----- ----- 最大复原力臂衡准数Kl ----- -----消失角Qv ----- 75.384 deg 稳性面积(实取) ldu ----- 0.0667 rad.m 消失角要求值Qvk ----- ----- deg 稳性面积要求值Ad ----- 0.0644 rad.m 消失角衡准数Kv ----- ----- 稳性面积衡准数Kldo ----- 1.0365. 稳性衡准数计算横摇自摇周期To ------- 7.247 s 系数C1 ------- 0.0848系数(实取) C2 ------- 0.3939 系数(实取) C3 ------- 0.0112系数C4 ------- 1.0000 横摇角Q1 ------- 5.900 deg进水角Qj ------- 10.603 deg 进水角对应动稳性力臂ldj----- 0.0667 rad.m极限动倾角(不计横摇)Qdm----- 44.556 deg 极限动倾角对应动力臂ldm----- 0.5743 rad.m横倾角(实取) Qu ------- 10.603 deg 最小倾覆力臂lqo ------- 0.3629 m横摇幅度Qp ------- 5.972 deg 横摇幅度对应动稳性力臂ldp--- 0.0221 rad.m极限动倾角(计横摇)Qdm ----- 50.168 deg 极限动倾角对应动力臂ldm --- 0.6420 rad.m横倾角(实取) Qu ------- 10.603 deg 最小倾覆力臂lq ------- 0.1555 m受风面积Af ------- 385.142 m^2 面积形心垂向坐标Zf ------- 8.616 m系数ao ------- 1.000 单位计算风压值P ------- 279.497 Pa风压倾侧力臂lf ------- 0.0024 m 风压稳性衡准数Kf ------- 65.722急流系数Cj ------- 0.377 系数a1 ------- 0.027水流倾侧力臂lj ------- 0.0271 m 急流稳性衡准数Kj ------- 13.409佛氏数Fr ------- 0.136 系数a2 ------- 0.450系数a3 ------- 0.000 回航倾侧力臂lr ------- 0.0128 m回航静横倾角Qr ------- 0.243 deg 回航静倾角衡准数Kor ------- 23.8856. 结论: 满足《规则》要求装载序号: 4载况名称: 满载到港载况附加说明: 不计算特殊稳性衡准______________________________________________________________________________________________ 1. 重量重心计算垂向坐标纵向坐标横向坐标序号项目重量力臂重量矩力臂重量矩力臂重量矩(t) (m) (t.m) (m) (t.m) (m) (t.m)1 空船1450.000 2.850 4132.50 -1.165 -1689.25 0.000 0.002 船员及行李 2.000 12.800 25.60 -44.400 -88.80 0.000 0.003 备品(9) 0.500 12.000 6.00 -43.000 -21.50 0.000 0.004 清水(9) 1.000 14.000 14.00 -48.250 -48.25 -6.170 -6.175 燃油(9) 5.500 4.320 23.76 -49.840 -274.12 0.000 0.006 滑油(9) 0.300 4.330 1.30 -48.450 -14.54 0.000 0.007 货物(9) 10154.000 4.500 45693.00 0.400 4061.60 0.000 0.00满载到港11613.300 4.296 49896.16 0.166 1925.14 -0.001 -6.17 2. 浮态和初稳性高度水线船长Lw ------------- 108.640 m 初始横倾角Qo --------- 0.007 deg水线船宽Bs ------------- 19.200 m 进水角Qj --------- 10.839 deg计算吃水 d ------------- 6.068 m 极限静倾角Qr --------- 5.992 deg艏吃水Tf ------------- 6.724 m 初稳性高度(未修正)GMo ----- 4.198 m艉吃水Ta ------------- 5.462 m 自由液面修正量△GM ----- 0.011 m 最小干舷 F ------------- 0.992 m 初稳性高度(修正后)GM1 ----- 4.187 m受风面积Af ------------- 388.662 m^2 面积形心垂向坐标Zf ----- 8.593 m方型系数Cb ------------- 0.934 进水位置------------- 位置13. 复原力臂曲线角度形状稳性力臂自由液面修正值复原力臂(修正后) 动稳性力臂(deg) ( m ) ( m ) ( m ) (m.rad)0.00 0.0000 0.0000 -0.0005 0.00005.00 0.7293 0.0010 0.3533 0.015710.00 1.4134 0.0020 0.6648 0.061015.00 1.9721 0.0030 0.8567 0.128220.00 2.4111 0.0041 0.9372 0.206925.00 2.7807 0.0052 0.9594 0.289930.00 3.0997 0.0060 0.9452 0.373235.00 3.3799 0.0064 0.9089 0.454240.00 3.6221 0.0065 0.8537 0.531345.00 3.8211 0.0065 0.7763 0.602650.00 3.9792 0.0064 0.6813 0.666355.00 4.0961 0.0063 0.5703 0.721060.00 4.1760 0.0060 0.4491 0.765565.00 4.2167 0.0057 0.3170 0.799070.00 4.2235 0.0053 0.1808 0.820775.00 4.1948 0.0048 0.0398 0.830480.00 4.1324 0.0044 -0.1031 0.82764. 初稳性高度和复原力臂曲线的衡准计算初稳性高度(修正后)GM1 ----- 4.187 m 进水角Qj ------- 10.839 deg 基本初稳性要求值GMk ----- 0.200 m 进水角对应复原力臂lj ----- 0.7048 m 初稳性衡准数Kh ----- 20.934 进水角对应稳性面积Adj ----- 0.0715 rad.m最大复原力臂对应角Qm ----- 25.553 deg 最大复原力臂lm ------- 0.9596 m 最大力臂对应角要求值Qmk----- ----- deg 最大复原力臂要求值lmk ----- ----- m最大力臂对应角衡准数Klm----- ----- 最大复原力臂衡准数Kl ----- -----消失角Qv ----- 76.400 deg 稳性面积(实取) ldu ----- 0.0715 rad.m消失角要求值Qvk ----- ----- deg 稳性面积要求值Ad ----- 0.0642 rad.m 消失角衡准数Kv ----- ----- 稳性面积衡准数Kldo ----- 1.1145. 稳性衡准数计算横摇自摇周期To ------- 7.230 s 系数C1 ------- 0.0852系数(实取) C2 ------- 0.3941 系数(实取) C3 ------- 0.0113系数C4 ------- 1.0000 横摇角Q1 ------- 5.914 deg进水角Qj ------- 10.839 deg 进水角对应动稳性力臂ldj----- 0.0715 rad.m极限动倾角(不计横摇)Qdm----- 45.344 deg 极限动倾角对应动力臂ldm----- 0.6072 rad.m 横倾角(实取) Qu ------- 10.839 deg 最小倾覆力臂lqo ------- 0.3781 m横摇幅度Qp ------- 5.921 deg 横摇幅度对应动稳性力臂ldp--- 0.0224 rad.m 极限动倾角(计横摇)Qdm ----- 50.888 deg 极限动倾角对应动力臂ldm --- 0.6767 rad.m 横倾角(实取) Qu ------- 10.839 deg 最小倾覆力臂lq ------- 0.1679 m受风面积Af ------- 388.662 m^2 面积形心垂向坐标Zf ------- 8.593 m系数ao ------- 1.000 单位计算风压值P ------- 279.786 Pa风压倾侧力臂lf ------- 0.0024 m 风压稳性衡准数Kf ------- 69.622急流系数Cj ------- 0.377 系数a1 ------- 0.027水流倾侧力臂lj ------- 0.0270 m 急流稳性衡准数Kj ------- 13.996佛氏数Fr ------- 0.136 系数a2 ------- 0.450系数a3 ------- 0.000 回航倾侧力臂lr ------- 0.0128 m回航静横倾角Qr ------- 0.178 deg 回航静倾角衡准数Kor ------- 33.6446. 结论: 满足《规则》要求装载序号: 5载况名称: 空载出港载况附加说明: 不计算特殊稳性衡准______________________________________________________________________________________________ 1. 重量重心计算垂向坐标纵向坐标横向坐标序号项目重量力臂重量矩力臂重量矩力臂重量矩(t) (m) (t.m) (m) (t.m) (m) (t.m)1 空船1450.000 2.850 4132.50 -1.165 -1689.25 0.000 0.002 船员及行李 2.000 12.800 25.60 -44.400 -88.80 0.000 0.003 备品 5.000 12.500 62.50 -43.000 -215.00 0.000 0.004 清水10.000 14.600 146.00 -48.250 -482.50 -6.170 -61.705 燃油55.000 5.800 319.00 -49.840 -2741.20 0.000 0.006 滑油 3.000 5.200 15.60 -48.450 -145.35 0.000 0.007 压载84.000 2.700 226.80 -53.360 -4482.24 0.000 0.00空载出港1609.000 3.063 4928.00 -6.118 -9844.34 -0.038 -61.702. 浮态和初稳性高度水线船长Lw ------------- 105.164 m 初始横倾角Qo --------- 0.078 deg水线船宽Bs ------------- 18.803 m 进水角Qj --------- 77.344 deg计算吃水 d ------------- 0.995 m 极限静倾角Qr --------- 14.000 deg艏吃水Tf ------------- 0.604 m 初稳性高度(未修正)GMo ----- 29.626 m艉吃水Ta ------------- 1.371 m 自由液面修正量△GM ----- 1.487 m最小干舷 F ------------- 6.065 m 初稳性高度(修正后)GM1 ----- 28.139 m受风面积Af ------------- 939.383 m^2 面积形心垂向坐标Zf ----- 5.634 m方型系数Cb ------------- 0.789 进水位置------------- 位置13. 复原力臂曲线角度形状稳性力臂自由液面修正值复原力臂(修正后) 动稳性力臂(deg) ( m ) ( m ) ( m ) (m.rad)0.00 0.0000 0.0000 -0.0383 0.00005.00 3.1495 0.0968 2.7476 0.129310.00 4.7745 0.1951 4.0099 0.429215.00 5.6988 0.2966 4.5726 0.806520.00 6.2316 0.4028 4.7453 1.214225.00 6.5600 0.4753 4.7556 1.629430.00 6.7535 0.5107 4.6783 2.041535.00 6.8528 0.5250 4.5398 2.444040.00 6.8712 0.5261 4.3472 2.832245.00 6.8156 0.5177 4.1052 3.201350.00 6.6870 0.5020 3.8143 3.547155.00 6.4935 0.4802 3.4825 3.865760.00 6.2519 0.4532 3.1271 4.154165.00 5.9770 0.4218 2.7633 4.411170.00 5.6837 0.3863 2.4063 4.636775.00 5.3464 0.3474 2.0307 4.830580.00 4.9579 0.3055 1.6296 4.99044. 初稳性高度和复原力臂曲线的衡准计算初稳性高度(修正后)GM1 ----- 28.139 m 进水角Qj ------- 77.344 deg基本初稳性要求值GMk ----- 0.200 m 进水角对应复原力臂lj ----- 1.8458 m 初稳性衡准数Kh ----- 140.693 进水角对应稳性面积Adj ----- 4.9097 rad.m最大复原力臂对应角Qm ----- 23.089 deg 最大复原力臂lm ------- 4.7620 m 最大力臂对应角要求值Qmk----- ----- deg 最大复原力臂要求值lmk ----- 0.2500 m 最大力臂对应角衡准数Klm----- ----- 最大复原力臂衡准数Kl ----- 19.048消失角Qv ----- 100.981 deg 复原力臂(实取) lu ----- 4.7620 m消失角要求值Qvk ----- ----- deg 复原力臂要求值lk ----- ----- m消失角衡准数Kv ----- ----- 复原力臂衡准数Klu ----- -----5. 稳性衡准数计算横摇自摇周期To ------- 6.468 s 系数C1 ------- 0.1322系数(实取) C2 ------- 1.0000 系数(实取) C3 ------- 0.0289系数C4 ------- 1.0000 横摇角Q1 ------- 9.132 deg进水角Qj ------- 77.344 deg 进水角对应动稳性力臂ldj----- 4.9097 rad.m极限动倾角(不计横摇)Qdm----- 45.266 deg 极限动倾角对应动力臂ldm----- 3.2203 rad.m 横倾角(实取) Qu ------- 45.266 deg 最小倾覆力臂lqo ------- 4.0825 m横摇幅度Qp ------- 9.210 deg 横摇幅度对应动稳性力臂ldp--- 0.3767 rad.m 极限动倾角(计横摇)Qdm ----- 59.871 deg 极限动倾角对应动力臂ldm --- 4.1471 rad.m 横倾角(实取) Qu ------- 59.871 deg 最小倾覆力臂lq ------- 3.1344 m受风面积Af ------- 939.383 m^2 面积形心垂向坐标Zf ------- 5.634 m系数ao ------- 0.500 单位计算风压值P ------- 333.690 Pa风压倾侧力臂lf ------- 0.1021 m 风压稳性衡准数Kf ------- 30.712急流系数Cj ------- 0.324 系数a1 ------- 0.063水流倾侧力臂lj ------- 0.0628 m 急流稳性衡准数Kj ------- 65.007佛氏数Fr ------- 0.138 系数a2 ------- 0.000系数a3 ------- 0.000 回航倾侧力臂lr ------- 0.0259 m回航静横倾角Qr ------- 0.091 deg 回航静倾角衡准数Kor ------- 154.1096. 结论: 满足《规则》要求装载序号: 6载况名称: 空载到港载况附加说明: 不计算特殊稳性衡准______________________________________________________________________________________________ 1. 重量重心计算垂向坐标纵向坐标横向坐标序号项目重量力臂重量矩力臂重量矩力臂重量矩(t) (m) (t.m) (m) (t.m) (m) (t.m)1 空船1450.000 2.850 4132.50 -1.165 -1689.25 0.000 0.002 船员及行李 2.000 12.800 25.60 -44.400 -88.80 0.000 0.003 备品(9) 0.500 12.000 6.00 -43.000 -21.50 0.000 0.004 清水(9) 1.000 14.000 14.00 -48.250 -48.25 -6.170 -6.175 燃油(9) 5.500 4.320 23.76 -49.840 -274.12 0.000 0.006 滑油(9) 0.300 4.330 1.30 -48.450 -14.54 0.000 0.007 压载84.000 2.700 226.80 -53.360 -4482.24 0.000 0.00空载到港1543.300 2.870 4429.96 -4.289 -6618.70 -0.004 -6.172. 浮态和初稳性高度水线船长Lw ------------- 105.142 m 初始横倾角Qo --------- 0.008 deg水线船宽Bs ------------- 18.778 m 进水角Qj --------- 78.166 deg计算吃水 d ------------- 0.959 m 极限静倾角Qr --------- 14.000 deg艏吃水Tf ------------- 0.685 m 初稳性高度(未修正)GMo ----- 30.847 m艉吃水Ta ------------- 1.222 m 自由液面修正量△GM ----- 1.551 m最小干舷 F ------------- 6.101 m 初稳性高度(修正后)GM1 ----- 29.297 m受风面积Af ------------- 943.133 m^2 面积形心垂向坐标Zf ----- 5.615 m方型系数Cb ------------- 0.785 进水位置------------- 位置13. 复原力臂曲线角度形状稳性力臂自由液面修正值复原力臂(修正后) 动稳性力臂(deg) ( m ) ( m ) ( m ) (m.rad)0.00 0.0000 0.0000 -0.0040 0.00005.00 3.2351 0.1009 2.8800 0.137210.00 4.8554 0.2034 4.1497 0.449115.00 5.7609 0.3092 4.7050 0.838320.00 6.2805 0.4199 4.8752 1.257425.00 6.5976 0.4956 4.8854 1.683930.00 6.7809 0.5325 4.8099 2.107435.00 6.8702 0.5474 4.6733 2.521540.00 6.8784 0.5485 4.4819 2.921345.00 6.8139 0.5398 4.2417 3.302350.00 6.6784 0.5234 3.9537 3.660155.00 6.4806 0.5007 3.6264 3.991060.00 6.2369 0.4725 3.2766 4.292365.00 5.9626 0.4397 2.9198 4.562670.00 5.6728 0.4028 2.5714 4.802375.00 5.3397 0.3622 2.2039 5.010880.00 4.9555 0.3185 1.8095 5.18614. 初稳性高度和复原力臂曲线的衡准计算初稳性高度(修正后)GM1 ----- 29.297 m 进水角Qj ------- 78.166 deg 基本初稳性要求值GMk ----- 0.200 m 进水角对应复原力臂lj ----- 1.9573 m 初稳性衡准数Kh ----- 146.484 进水角对应稳性面积Adj ----- 5.1257 rad.m最大复原力臂对应角Qm ----- 23.096 deg 最大复原力臂lm ------- 4.8916 m 最大力臂对应角要求值Qmk----- ----- deg 最大复原力臂要求值lmk ----- 0.2500 m 最大力臂对应角衡准数Klm----- ----- 最大复原力臂衡准数Kl ----- 19.566消失角Qv ----- 103.750 deg 复原力臂(实取) lu ----- 4.8916 m消失角要求值Qvk ----- ----- deg 复原力臂要求值lk ----- ----- m消失角衡准数Kv ----- ----- 复原力臂衡准数Klu ----- -----5. 稳性衡准数计算横摇自摇周期To ------- 6.492 s 系数C1 ------- 0.1305系数(实取) C2 ------- 0.9880 系数(实取) C3 ------- 0.0289系数C4 ------- 1.0000 横摇角Q1 ------- 8.968 deg进水角Qj ------- 78.166 deg 进水角对应动稳性力臂ldj----- 5.1257 rad.m极限动倾角(不计横摇)Qdm----- 45.524 deg 极限动倾角对应动力臂ldm----- 3.3409 rad.m 横倾角(实取) Qu ------- 45.524 deg 最小倾覆力臂lqo ------- 4.2057 m横摇幅度Qp ------- 8.976 deg 横摇幅度对应动稳性力臂ldp--- 0.3790 rad.m 极限动倾角(计横摇)Qdm ----- 60.327 deg 极限动倾角对应动力臂ldm --- 4.3109 rad.m 横倾角(实取) Qu ------- 60.327 deg 最小倾覆力臂lq ------- 3.2517 m受风面积Af ------- 943.133 m^2 面积形心垂向坐标Zf ------- 5.615 m系数ao ------- 0.500 单位计算风压值P ------- 334.023 Pa风压倾侧力臂lf ------- 0.1069 m 风压稳性衡准数Kf ------- 30.410急流系数Cj ------- 0.320 系数a1 ------- 0.058水流倾侧力臂lj ------- 0.0584 m 急流稳性衡准数Kj ------- 72.021佛氏数Fr ------- 0.138 系数a2 ------- 0.000系数a3 ------- 0.000 回航倾侧力臂lr ------- 0.0242 m回航静横倾角Qr ------- 0.038 deg 回航静倾角衡准数Kor ------- 365.3656. 结论: 满足《规则》要求。