The paper is dedicated to the development and study of information system for automatic planning of liquid ballast distribution. The given computer system allows to calculate the current values of the operating variables of the ballast systems of floating structures and vessels of various types when performing different technological operations in the real time mode. The developed algorithmic support and software as well as human-machine interface of the information system gives the opportunity to obtain current information about the operating parameters of the ballast systems when controlling the distribution of ballast in various operating modes of the floating structures. The effectiveness study of the proposed information system for automatic planning of ballast distribution is conducted on the example of a real floating dock. The obtained calculation results confirms the effectiveness of the developed information system.
overall stability.
Ballast systems are used to receive, pump and remove overboard water ballast. Ballast (seawater) is taken on board to a vessel or floating structure to increase draft, to align the list or trim, to change the
In general, the ballast system consists of pipelines and pumps for receiving and pumping liquid ballast
to perform the necessary ballasting, as well as to align or create an artificial list (list system) and trim
(trim system) when performing cargo handling, floating in ice, in emergencies, etc. [
The ballast system is designed to fill ballast tanks with water. Ballast in dry cargo vessels is approximately 15-20% of the tonnage, and in tankers – up to 50% and more, for floating structures this value may be higher depending on the purpose of the floating structure. The double-bottom tanks are used as ballast tanks, on-board and deck tanks, and on tankers – cargo or special ballast tanks.
The main elements of the ballast system are specialized pumps, pipelines (openflow, outflow and distribution), all kinds of shut-off valves. In practice, different circuits of ballast systems are used, the most common are two basic circuits: linear and circular. In the linear scheme each ballast pump is arranged one on one side and connected to a distribution box, which distributes the processes with the corresponding gate valves to the ballast tanks. The distribution boxes themselves are interconnected by linear pipelines with gate valves. The linear scheme assumes the pumping of water by the pump of the adjacent junction box in case of failure of any of the pumps. The circuit scheme consists of two side lines connected by at least two jumpers. The line connects the ballast pumps and ballast tanks with the gate valves. This system allows the pump system to pump water from any tank with other pumps in case of failure of part of the pumps on the circuit system.
Topalov);
CEUR Workshop Proceedings (CEUR-WS.org)
The main operational requirement for ballast systems of various types is to ensure that all available ballast pumps or a part of them are pumped out when one or more pumps fail. Possibility of simple and fast start-up or shutdown of individual pumps and, as a consequence, possibility of pumping of water from any tank.
Depending on the pipeline scheme, several pumps are serviced by the ballast system. The types of pumps used are centrifugal and propeller pumps. The performance and number of pumps are selected for the predetermined time of pumping out ballast water and ensuring a certain speed of water movement in the ballast pipeline. It is also desirable to select the pumps so that when the pressure drops, the productivity ("flow rate") at constant speeds and power consumption increases. In these conditions, the pumping of water from the ballast tanks occurs most rapidly.
Floating structure in the course of its operation faces problems of equilibrium. Generally, strong
winds, currents, can lead to tilts and damage to floating structures and vessels. To eliminate critical
deformation and unwanted angles, ballast calculations are made in advance. These calculations
primarily determine the selection of ballast, and the purpose of the calculations is to obtain a distribution
of ballast at which the list and the trim are zero and the inflection moment is less than the allowable
value for a given floating object. It should be considered that with a large stock of ballast tanks, the
inflection moments and angles of list and trim can be completely eliminated by balancing the load due
to ballast [
Operating monitoring of all parameters with high accuracy and timely control of ballast submission in tanks for support absence of dangerous inclinations and big deflection of the floating object are the difficult technical tasks.
Ballast distribution systems need specialized computer systems that allow to collect information of technological parameters, to perform efficient automatic control of liquid ballast distribution, as well as to provide operator interface, database accumulation, etc.
Liquid ballast redistribution requires complicated calculations of liquid flow in pipelines, and it is therefore advisable to develop a information system for automatic planning of liquid ballast distribution. The use of new computer-based control systems based on the principles of distributed control using automated ballast planning software will solve a number of problems described and allow effective monitoring and control of the operational parameters of the draft and stability of floating structures and vessels.
To consider the automation of planning ballast distribution in different floating structures, a functional structure of a ballast system is formed. The functional structure of the fragment of the ballast system for the i-th (i = 1… m) distribution box is shown in Figure 1. The number of distribution boxes of linear or ring circuits is determined depending on the predetermined time of immersion and emersion of the floating structure. Each distribution box serves a specific number of ballast tanks and includes one receiving pipeline for the liquid ballast filling and one discharge pipe with a pump for the liquid ballast emptying. Pipeline outlets of the components of the branched pipeline are connected with the distribution box in each ballast tank of the pontoon. Pipeline fittings are usually presented in the form of automated gate valves, which are placed on the receiving and outflow pipelines and on each branching of the branched pipeline. The distribution boxes are interconnected by pipelines in a circular or linear arrangement with intermediate pipelines with gate valves.
In Fig. 1 the following designations are adopted: DBBP1, DBBPi are the first and i-th distribution boxes with branched pipeline; BTi,1, BТ i,2, …, BТi,n are the ballast tanks; P1 is the ballast pump; RPF1 is the receiving pipeline for filling; DPD1 is the drain pipeline for devastation; TP1 is the trunk of the pipeline; BPi is the branched pipeline; BРi,1, BРi,2, …, BРi,n are the branches of BPi; VPF1 is the gate valve of RPF1; VPD1 is the gate valve of DPD1; SVPF1 is the stop gate valve of RPF1; VBP1,1, VBP1,2, …, VBP1,n are the gate valves of BP1 (each gate valve includes a power converter, drive motor, gearbox and shutter); SVPD1 is the stop gate valve of DPD1; CP1 is the common pipeline; VCP1, VCP2 are the stop gate valves of CP1; There are following computer control signals in Fig. 1: uVPF1, uVPD1, uSVPF1, uSVPD1, uVBPi,1, uVBPi,2, …, uVBPi,n – for VPF1, VPD1, SVPF1, SVPD1, VBPi,1, VBPi,2, …, VBPi,n; uVCP1, uVCP2 – for VCP1 and VCP2; uAM1, fAM1 are the asynchronous motor’s pump P1 voltage and control frequency (usually, coming from frequency converter, computer generates setting values). Finally, the following physical (technical) parameters are shown in Fig. 1: SVPF1, SVPF2, SVPD1, SVPD2, SVBPi,1, SVCP1, SVCP2, SVBPi,2, …, SVBPi,n are the plane surfaces of involved gates of respective gate valves VPF1, SVPF1, VPD1, SVPD1, VCP1, VCP2, VBPi,1, VBPi,2, …, VBPi,n; QF1 is the flow of ballast liquid when filling at the inlet of DBPP1; QE1 is the flow of ballast liquid when emptying at the output of the distribution box; QFTP1 is the flow of ballast liquid when filling at the inlet of ТP1; QETP1 is the flow of ballast liquid when emptying at the output of ТP1; QEP1 is the flow of ballast liquid when emptying at the output of P1; QFBPi,1, QFBPi,2, …, QFBPi,m are the flows of ballast liquid when filling at the inlet of BPi,1, BРi,2, …, BРi,n; QEBPi,1, QEBPi,2, …, QEBPi,n is the flow of ballast liquid when emptying at the output of BPi,1, BPi,2, …, BPi,n; QFBTi,1, QFBTi,2, …, QFBTi,n are the flows of ballast liquid when filling at the inlet of BТi,1, BТi,2, …, BТi,n; QEBТi,1, QEBТi,2, …, QEBТi,n are the flows of ballast liquid when emptying at the output of BТi,1, BТi,2, …, BТi,n; QETP1 is the flow of ballast liquid when emptying at the output of the TP1 to CP1; QFTP1 is the flow of ballast liquid when filling at the inlet of TP1 from CP1; LBТ, VBТ, mBТ are the level, volume and mass of ballast liquid in the BТi,1, BТi,2, …, BТi,n.
VBP1,1
VBP1,2 QFBP1,1 QEBP1,1 QFBP1,2 QEBP1,2
BP1,1
BP1,2
VBP1,n QFBP,n QEBP1,n
BP1,n
SVBP1,1
QFBT1,1
QEBТ1,1 SVBP1,2
QFBТ1,2
QEBТ1,2 SVBP1,n
QFBТ1,n QEBТ1,n
BТ1,1 BТ1,2 BТ1,n
LBТ1,1 VBТ1,1 mБТ1,1 LBТ1,2 VBТ1,2 mBТ1,2 LBТ1,n VBТ1,n mBТ1,n
uVBP1,1 uVBP1,2 uVPF1 QF1 uSVPF1 uVBP1,n uVPD1 QE1 uSVPD1 uVCP1 uVCP2
VPF1
SVPF1 VPD1
SVPF1
PPF1 SVPD1
QEP1 DPD1 P1 SVPD1 SVPD2 uAM fAM1 1
QFTP1 SVPF2 QETP1
TP1 VCP1 VCP2
SVCP1 SVCP2
QFTP1 QETP1 CP1
T
θ ψ
Filling of BТi,1, BТi,2, …, BТi,n occurs naturally (due to the action of gravity on the floating structure and outboard inlet openings for liquid intake). Emptying of BТi,1, BТi,2, …, BТi,n is carried out by means of the centrifugal pump P1 (removal of liquid beyond the floating structure through the outflow openings). Both filling and emptying processes are performed separately and serve mainly for dipping and floating operations (e.g. floating docks), as well as for stabilizing list and trim angles (floating hotels, drilling platforms, coastal power plants).
Regardless of the filling or emptying of the ballast tanks of the floating structure, flow rate control is performed by throttling gate valves VBPi. Gate valves VBPi implement smooth automatic control of ballast water discharge QFBTi,1, QFBTi,2, …, QFBTi,n, QEBTi,1, QEBTi,2, …, QEBТi,n depending on control signal uVBPi (0…10 V). Thus, to fill BТi,1, BТi,2, …, BТi,n a positive signal uVPF1 (10 V) is fed to the input of VPF1 for the corresponding gate opened position, and a zero signal uVPD1 (0 V) is fed to the input of VPD1 for the corresponding gate closed position, as well signal uVBPi (0 to 10 V) is supplied to control the filling discharge for the each VBPi. In turn, a positive signal uVPD1 (10 V) is fed to the input of the VPDi for the corresponding gate open position, the zero signal uVPF1 (0 V) is fed to the input of the VPF1 for the corresponding gate closed position, the pump P1 is switched to the nominal mode (uAM1 = unom, fAM1 = fnom), as well signal uVBPi (0 to 10 V) is supplied to control the filling discharge for the each VBPi.
The generalized functional structure of the floating structure ballast system may be completed with additional intermediate pipes with gate valves between the distribution boxes, depending on the circuit of the ballast pipeline (ring or linear). The structure may consist of several distribution boxes DBBP1,…, DBBPi connected by pipelines (an example of one distribution box is presented in Fig. 1). In our case, the common pipeline CP1 is used to connect the junction boxes with stop gate valves VCP1 and VCP2 to control of the flows QFТP1, QETP1. And gate valves VCP1 and VCP2 are controlled by signals uVCP1, uVCP2 (0 to 10 V). The distribution boxes work separately from each other, but in case of failure of one of the distribution boxes, another distribution box can perform its function through an adjacent pipeline.
Processes for filling or emptying ballast tanks occur through a complex ballast pipeline having
variable length and branches. And the place of the pipeline, where several pipe connections are
connected, is called nodes. This pipeline contains both serial and parallel connections [
The serial pipeline consists of two pipes of different lengths and diameters. If we note the total flow rate through Q it is obvious that
= 1 = 2, (1) where Q1, Q2 are the flow rate for two pipes.
ℎ = ℎ1 + ℎ2. (2) where h1, h2 are the loss of pressure for two pipes
The parallel arrangement of pipes of different lengths and diameters are connected at the junction of the trunk. If we note the total flow rate through Q it is obvious that
= 1 + 2. (3) Pressure losses are equal:
ℎ = ℎ1 = ℎ2. (4)
The structure of a complex pipeline of a junction box with a branched pipeline of a ballast system can be presented in Figure 2. In this pipeline considered piezometric pressure H0, H1, H2, H3, Hn and flow rate Q0, Q1, Q2, Q3, Qn, in particular in the main pipeline pressure H0, flow rate Q0, in the node pressure H1, flow rate Q0 and on branched sections of pipes pressure H2, H3, H4, Hn, flow rate Q1, Q2, Q1, , Qn.
To determine the flow rate in the main pipeline Q0 and in the components of the branched pipeline Q1, Q2, Q3, Qn provided that H0 >H1>H2, H1>H3, H1>H4, H1>H4, H1>Hn, take advantage of the Bernoulli equation and the equation for the conservation of flow rate (or continuity).
The continuity equation in this case will look like this
0 = 1 + 2 + 3 … + Pressure losses on separate sections of pipelines arising from Bernoulli equations ℎ1 = 0 − 1 = ( 11 + ∑ ζ1) 12614 212 . (5) (6) ℎ = 1 − = ( + ∑ ζ )
16 2 2 4 2 , = 2,3,4, . . . , (7) where λ is the coefficient of hydraulic resistance depending on the flow regime, l is the length of the pipeline, d is the diameter of the pipeline, ζ is coefficient of local resistance; g is the acceleration of gravity; l1, d1 are length and inner diameter of each pipeline, n is the pipe number.
The above equations are combined into a system of equations that relate the required flow and pressure losses in individual sections of pipelines. However, analytically, the problem can be solved in cases where the flow regime can be predicted before the calculation, and thus the type of dependence λ on Re. In the case of unknown parameters, it is better to use a combined method with the construction of pressure-flow characteristics.
Consider a case in which filling and emptying is considered for ballast tanks of floating dock, respectively. The flow of fluid in the pipeline changes direction depending on the filling or emptying of the ballast tanks. When filling, the movement of the liquid ballast is directed to the ballast tanks by gravity. When emptied, the movement of liquid ballast is directed from ballast tanks by means of pumps. Therefore, there are two cases of ballast system operation, the devastation and the filling of ballast tanks [12-18].
The calculation is performed for one consecutive section of the pipeline and five pipeline by means of the software. The values of the pressure and the losses of the pressure of the pipes at the corresponding flow rate are precalculated in the model taking into account the resistance of the pipelines. The given model operates as follows. The constant increase in flow rate unit generates a signal of gradual increase in flow rate, from which the pressure determination unit is calculated in the pressure with the corresponding flow rate (in the case of constant pressure, the pressure value does not change). Also, losses in pipelines 1, 2, 3, 4, 5 are determined from the total flow rate. Thus, for each pipeline, the pressure loss is determined depending on the friction and local resistances in the pipe. Moreover, the values of local resistances depend on the positions of gate valves, which may change with each new calculation [19-23].
Calculation of pressure-flow characteristics of branched pipes
Calculation of pressure-flow
characteristic of trunk Calculation of total characteristic of branched pipes
Calculation of total characteristic of of the
whole pipeline
Determination of total flow rate Determination of flow rates in branched
pipes Determining the time of filling of
ballast tanks Data recording
Exit
Indirect calculation of ballast compartment parameters in the proposed algorithm is performed using a graph-analytic method of determining flow rate in a complex pipeline implemented in MATLAB. The algorithm contains operations of data analysis from graphs, which requires performing table interpolation of data arrays. MATLAB programming language is best suited for these purposes, since its functions are intended for the analysis and processing of data given in the form of numerical arrays, which precisely describes the hydrodynamic parameters of the ballast system. MATLAB makes writing programs and algorithms faster than traditional programming languages, because there is no need to declare variables, determine types, and allocate memory, and therefore reduce the time required to solve the proposed application problem.
The information system for automatic planning of ballast distribution is built using MATLAB programming and integrates a functional hydraulic parameter calculation model and an algorithm for determining flow rate in a complex pipeline. The output of the computer system's performance is displayed in the GUI of the software application. GUIs are graphical windows containing controls (buttons, lists, switches, labels, scrollbars, input areas, menus), as well as text areas for outputting.
Creating a graphical interface includes the following basic steps: the location of the required interface elements within the graphical window and programming events that occur when the user accesses these objects, for example, at the click of a button [24-31].
The graphic interface of the synthesized information system for automatic planning of ballast distribution for 5 tanks is presented in Figure 4. The user (operator) has the ability to install various configurations of ballast tanks and set the parameters of fluid flow in a complex pipeline. For this, the interface of the Information System for automatic planning of liquid ballast distribution provides a separate area for configuring ballast tanks by drawing them and specifying geometric dimensions. Also, in this way, the operator has the opportunity to create his own library of options for the configurations of ballast tanks.
Let’s consider the impact of placement and weight of liquid cargo on the example of a floating dock with a carrying capacity of 8500 tons. The ballast system consists of four distribution boxes, 20 ballast tanks and is equipped with ballast pumps with a capacity of 3750 m3/h. Centrifugal type pumps, in turn, operate at a constant speed. The receiving pipelines have a diameter of 750 mm, the branched ballast pipeline has a diameter of 350 mm. All gate valves have motor reducers of 2-10 kW.
In Figure 5. The dependence of the flow rate on the hydraulic resistance of one of the 5 valves of a complex pipeline is presented. This graph shows how much the water flow in each of the pipelines will change when the damper on the first pipeline is completely closed and the dampers on the other pipelines are fully open. Consequently for the simultaneous filling of different ballast tanks, it is necessary to calculate coefficients of hydraulic resistance for each section of the ballast tank pipeline. The simulation was considered for the case of filling of five ballast tanks of a floating dock at one time, with an estimated filling time of 1.3 h., 1.7 h., 2.1 h. The calculations results are presented in table 1.
According to the simulation of information system for automatic planning of ballast distribution, it can be seen that the change in the hydraulic resistance coefficient of one pipeline affects the flow rate values in all pipeline sections. For the simultaneous filling of various ballast tanks housed in the pontoon, the following hydraulic resistance coefficient ζ of the flow regulators (gate valves) are required: BT1 – 13, BT2 – 4, BT3 – 18, BT4 – 3, BT5 – 0.
In this paper the authors consider development and study of information system for automatic planning of liquid ballast distribution. The given computer system gives the opportunity to calculate the necessary current values of the operating variables (flow rates and coefficients of hydraulic resistance of gate valves) of the ballast system when performing different technological operations (draft changing, list or trim aligning, changing the overall stability) of floating structures and vessels of various types in the real time mode.
Developed algorithmic support and software of the information system allow to use analytical and graph-analytical methods of calculation of filling and emptying processes of ballast system on the basis of the Bernoulli equation and pressure-flow characteristics for accurately determining the required parameters of the liquid ballast distribution. The developed human-machine interface of the given system allows the operator to visually obtain current information about the operating parameters of the ballast system when controlling the distribution of ballast in various operating modes of the floating structure.
A study of the effectiveness of the proposed information system for automatic planning of liquid ballast distribution is carried out when calculating the parameters of the ballasting of the floating dock with capacity of 8500 tons while filling its certain tanks in a fixed time (1.3 h., 1.7 h., 2.1 h.). The obtained results in the form of necessary values of hydraulic resistance coefficients and flow rates of the gate valves of the corresponding ballast tanks have a sufficiently high accuracy, which confirms the effectiveness of the developed information system.
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