Water Distribution Network Design Using the Shuffled Frog Leaping Algorithm

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智能水质监测仪器系列产品说明书

智能水质监测仪器系列产品说明书

ApplicationsMunicipal and industrial wastewater treatment plants:•Self-monitoring•Efficiency monitoring, determination of cleaning capacity •Recording of load curves •Process monitoring•Monitoring of indirect dischargers •Wastewater network monitoringLaboratories and Water Conservancy Boards:•Hydrology and drinking water supply systems, e.g. dam monitoring •Monitoring of direct or indirect dischargers Monitoring of liquid media in industrial processes Your benefitsRobust and reliable•Stainless steel cabinet with foam insulation for safe sample preservation•Sample compartment with seamless inner lining and evaporator embedded in foam, no freezing and no corrosion of cooling platesSimple and user-friendly•Menu-guided operation with “Quick-Setup”, for fast commissioning•Parts that transport medium easily mounted without tools, for easy cleaning and maintenance•Dual bottle trays with grips for easy sample transportation Flexible and communicative•Fast, practice-oriented programming •Integrated logging of sample statisticsProducts Solutions ServicesTechnical InformationASP Station 2000 RPS20BStationary sampler designed for the fully automated removal, defined distribution, and thermostated storage of liquid mediaTI01149C/07/EN/01.1471244401ASP Station 2000 RPS20B2Table of contentsFunction and system design (3)Sampler ASP Station 2000 RPS20B .................3Function ...................................4Dosing system ...............................5Sampling control ..............................5Sample distribution ............................6Sample preservation (6)Equipment architecture (7)Block diagram ...............................7Power supply ..............................7Supply voltage ...............................7Cable entries ................................7Cable specifications ............................7Power consumption ............................7Performance characteristics (8)Dosing accuracy ..............................8Repeatability ................................8Sampling methods .............................8Dosing volume ...............................8Hose length .................................8Intake speed .................................8Suction height ...............................8Installation (8)Foundation plan ..............................8Mounting instructions .. (9)Environment (9)Ambient temperature range ......................9Storage temperature ...........................9Degree of protection ...........................9Electromagnetic compatibility .....................9Electrical safety ...............................9Process (10)Process temperature ..........................10Process pressure .. (10)Mechanical construction (10)Design, dimensions ...........................10Weight ...................................11Materials . (11)Operability (12)Display elements .............................12Local operation (12)Ordering information (13)Product page ...............................13Product Configurator ..........................13Scope of delivery .. (13)Certificates and approvals ...................13mark (13)Accessories (14)ASP Station 2000 RPS20B3Function and system designSampler ASP Station 2000RPS20BA complete sampling unit comprises:ASP Station 2000 RPS20B for open channels, including the following depending on the version:•Controller with display and soft keys •Vacuum pump for sampling•PE or glass sample bottles for sample preservation•Sampling chamber temperature regulator for safe sample storage •Suction line with suction head1Example of an ASP Station 2000 RPS20B1Vacuum system, dosing system with conductive sample sensor 2Controller3Distribution arm4Sample bottles, e.g. 2 x 12 PE 1 liter bottles5Bottle trays (depending on sample bottles selected)6Distribution plate (depending on sample bottles selected)7Suction line connectionASP Station 2000 RPS20B4Function Sampling takes place in four steps:1.Blow clearThe vacuum pump blows the suction line clear via the dosing system.2.IntakeThe "Airmanager" (pneumatic control unit) switches the air path of the vacuum pump to"intake". The sample is drawn into the dosing beaker until it reaches the conductivity probes of the dosing system.3.DoseThe intake process ends. Depending on the position of the dosing tube (item D), the excesssample liquid flows back to the sampling point.4.DrainThe hose clamp is opened and the sample is drained into the sample bottle.ASP Station 2000 RPS20B5Dosing systemThe sample liquid is extracted discontinuously by a vacuum system. The vacuum system in the ASP Station 2000 RPS20B consists of the following components:•Vacuum pump•Non-wearing, “Airmanager” pneumatic step control unit •Dosing system2Sampling principle 1Dosing beaker cover 2Dosing tube 3Dosing beaker 4Hose clamp 5Sample bottle3Dosing system 1Conductivity sensor (short)2Conductivity sensor (long)3Conductivity sensor (long)4Dosing tubeLevel detection principleThree conductivity sensors are located in the cover of the dosing beaker ((→ 3, 5)). During the intake process, the sample liquid first reaches the longer sensors, items 2 and 3. The system thus detects that the dosing beaker is filled and the intake process is ended. Should sensors 2 and 3 fail,safety shutdown takes place via the shorter conductivity sensor, item 1.The sampling volume is set by adjusting the dosing tube (item 4) between 20 ml and 200 ml.The dosing system can be dismantled easily - no tools are needed - and cleaned.Sampling controlTypical sampling methods:a Flow curve b Time-paced sampling C.T.C.V.A constant sample volume (e.g. 50 ml) is taken at regular intervals (e.g. every 5 min).c Volume-paced sampling V.T.C.V.A constant sample volume is taken at variable intervals (depending on the inflow volume).ASP Station 2000 RPS20B6Sample distributionThe sample liquid is distributed into the individual bottles by a distribution arm (item A). In addition to a 30 l and 60 l composite container, different bottle configurations are also available. Thedistribution versions can be changed or replaced easily without the need for special tools. The ASP Station 2000 enables the flexible configuration of sample distribution. Users can define individual bottles and bottle groups as they wish for the main, switchover and event programs. Individual bottles can be found in two separate bottle trays (item C). Grips on the bottle trays make transportation easy and practical.A TapB Distribution panC Bottle traysSample preservationThe sample bottles are located in the wet compartment of the sampler. The sample compartment temperature can be set between +2 and +20 °C directly at the controller (factory setting: +4 °C). The current sample compartment temperature is displayed at the controller. The evaporator and the defrost heater are embedded in the PU insulation behind the inner lining to protect them against corrosion and damage. The compressor and the condenser are located in the upper section of the sampler.All parts that transport medium (e.g. distribution arm, dosing system, distribution pans) can bedisassembled and cleaned easily without the need for tools. The entire sample compartment is fitted with a seamless plastic inner lining for easy and effective cleaning.ASP Station 2000 RPS20B7Equipment architectureAI Analog input DI Digital input R Relay output X1-6Terminal blocksPower supplySupply voltage230 V AC ±10 %, 50/60 HzNOTICEThe device does not have a power switch‣ A fuse with a maximum rating of 10 A must be provided by the customer. Observe the localregulations for installation.A mains switch can be ordered as an option.Cable entries•2 x M16 cable gland •2 x M20 cable gland •2 x M32 cable gland Cable specificationsPower supply:e.g. NYY-J, 3-wire, 1.5 mm 2 - 2.5 mm 2Analog and signal cables: e.g. LiYY 10 x 0.34 mm 2Power consumption350 WASP Station 2000 RPS20B8Performance characteristicsDosing accuracy 4 % of set volumeRepeatability 2 %Sampling methods•In proportion to volume•Time-pacedDosing volume20 to 200 ml (0.68 to 6.8 fl.oz.)Hose length Max. 30 m (98 ft)Intake speed> 0.5 m/s (1.6 ft/s), in accordance with EN 25667, ISO5667Suction height Max. 6 m (20 ft)InstallationFoundation plan4Foundation plan for standard cabinet with and without base, dimensions in mm (inch)A Fasteners (4 x M10)B Cable ductC Drain for condensationD Hose entry, bottom (option)E Drain for overflowASP Station 2000 RPS20B91.CorrectThe suction line must be routed with a downward gradient to the sampling point.2.IncorrectThe sampler should never be mounted in a place where it is exposed to aggressive gases.3.IncorrectAvoid siphoning effects in the suction line.4.IncorrectThe suction pipe should never be routed with an upward gradient to the sampling point.Note the following when erecting the device:•Erect the device on a level surface.•Protect the device against additional heating (e.g. from heaters).•Protect the device against mechanical vibrations.•Protect the device against strong magnetic fields.•Make sure air can circulate freely at the side panels of the cabinet. Do not mount the device directly against a wall. Allow at least 150 mm (5.9") from the wall to the left and right.•Do not erect the device directly above the inlet channel of a wastewater treatment plant.EnvironmentAmbient temperature range -20 to +40 °C (0 to 100 °F)Storage temperature -20 to +60 °C (0 to 140 °F)Degree of protectionControl (front panel):IP 65Sample compartment:IP 54Electronics compartment:IP 43Electromagnetic compatibility In accordance with EN 61 326Electrical safetyIn accordance with EN 61010-1, Class I equipment, environment < 2000 m (6500 ft) above MSLASP Station 2000 RPS20B10ProcessProcess temperature 2 to 50 °C (36 to 120 °F)Process pressure UnpressurizedMechanical construction Design, dimensions5Standard cabinet in mm (inch)ASP Station 2000 RPS20B116Standard cabinet with base in mm (inch)Weight Approx. 110 kg (242 lbs)MaterialsASP Station 2000 RPS20B12OperabilityDisplay elements Liquid crystal display: illuminated, 128 x 64 dot, 32 characters, 8 linesLocal operation Menu-guided operation via four operating keys on the device. Picklists and Quick Setup menu foreasy and fast commissioning.7Local operation1Quick Setup menu2Display3Picklist4Operating keysASP Station 2000 RPS20B13Ordering informationProduct page /rps20bProduct ConfiguratorYou can create a valid and complete order code online using the Configurator.You can choose from the following options on the right of the product page:1.Click "Configure this product".The Configurator opens in a separate window.2.Configure your device.You receive the valid and complete order code for the device.3.Export the order code as a PDF file or Excel file. To do so, click the appropriate button at the top of the page.Scope of deliveryThe scope of delivery comprises:•ASP Station 2000 RPS20B with –The ordered bottle configuration –Optional hardware•Connection nipple for suction line•Brief Operating Instructions in the language ordered•CD with Operating Instructions in German and English, Application Manual, simulation software •Optional accessoriesOperating Instructions in other languages can be downloaded on the product page.Certificates and approvalsmarkDeclaration of ConformityThe product meets the requirements of the harmonized European standards. As such, it complies with the legal specifications of the EC directives. The manufacturer confirms successful testing of the product by affixing to it the mark.ASP Station 2000 RPS20B14AccessoriesASP Station 2000 RPS20B15。

OPTIMAL DESIGN OF WATER DISTRIBUTION NETWORK USING SHUFFLED COMPLEX EVOLUTION

OPTIMAL DESIGN OF WATER DISTRIBUTION NETWORK USING SHUFFLED COMPLEX EVOLUTION

OPTIMAL DESIGN OF WATER DISTRIBUTION NETWORK USING SHUFFLED COMPLEX EVOLUTIONShie-Yui Liong1 and Md. Atiquzzaman1ABSTRACTEPANET, a widely used water distribution network simulation model, is used in this study to deal with both the steady state and extended period simulation and is linked with a powerful optimization algorithm, Shuffled Complex Evolution (SCE). SCE deals with a set of population of points and searches in all direction within the feasible space based on objective function. In this present study, SCE is applied for the design of a cost effective water distribution network. The findings of this study show that SCE is computationally much faster when compared with other also widely used algorithms such as GAs, Simulated Annealing, GLOBE and Shuffled Frog Leaping Algorithms. Hence, SCE is a potential alternative optimization algorithm to solve water distribution network problems.INTRODUCTIONWater distribution system, a hydraulic infrastructure consisting of elements such as pipes, tanks, reservoirs, pumps, and valves etc., is crucial to provide water to the consumers. Effective water supply system is of paramount importance in designing a new water distribution network or in expanding the existing one. It is essential to investigate and establish a reliable network ensuring adequate head. However, the optimal network design is quite complicated due to nonlinear relationship between flow and head loss and the presence of discrete variables, such as market pipe sizes (Kessler and Shamir, (1989); Eiger et al. (1994); Dandy et at. (1996)). In addition, the objective function, which represents the cost of the network, is also nonlinear and causes great difficulty in the design optimization of the network. Researchers in recent years have focused on probabilistic approach to overcome these difficulties (Savic and Walters, (1997); Abebe and Solomatine, (1998); Cunha and Sousa, (1999); Eusuff and Lansey, (2003)) considering a combination of random and deterministic steps. Genetic Algorithms (GA), Simulated Annealing (SA), GLOBE and Shuffled Frog Leaping Algorithms (SFLA), are the few widely used algorithms in this field of study.The primary aim of the present study is to compare the performance of shuffled complex evolution (SCE; Duan et al. (1992)), in term of prediction accuracy and computation speed, with GA and other widely used optimization algorithms.1 Department of Civil Engineering, National University of Singapore9 Engineering Drive 1, Singapore 117576LITERATURE REVIEWResearchers have been investigating cost of effective water distribution network with various approaches such as linear, nonlinear, dynamic and mixed integer programming. Alperovits and Shamir (1977) presented a linear programming gradient (LPG) in optimizing water distribution network. Segmental length of pipe with differential diameter was used as decision making variable. The LPG method was later further improved by Kessler and Shamir (1989), for example. Kessler and Shamir (1989) presented two stages LPG method. In the first stage, parts of the variables are kept constant while other variables are solved by linear programming (LP). For a given set of flows, the corresponding sets of heads are determined by LP. In the second step, search is conducted based on the gradient of the objective function. Flows are modified according to gradient of the objective functions. Eiger et al. (1994) used the same formulation of Kessler and Shamir (1989) and solved the problem using a nonsmooth branch and bound algorithms and duality theory. The algorithms are a combination of primal and dual processes and stopped when the difference between the best solution and the global lower bound is within a prescribed tolerance. Although the problem is nonlinear and the gradient information may not be attained in many instances, they nevertheless solved the problem by linearizing the formulation. This results in failure to reach the optimal solution.Therefore, a nonlinear programming (NLP) technique was developed and applied by Chiplunkar et al. (1986). However, NLP also converges to local minima due to their reliance on the initial solution and derivatives of the unconstrained objective function (Gupta et. al. (1999)). Moreover, nonlinear algorithms perform on the basis of continuous variables, pipe diameter for example. Available pipe diameters in the market are definitely not continuous. Conversion of the assumed continuous diameters to the market pipe sizes influences the optimal solution (Cunha and Sousa, (1999)).Recently, researchers focus on stochastic optimization methods that deal with a set of points simultaneously in its search for the global optimum. The search strategy is based on the objective function. Simpson et al. (1994) used simple GA in which each individual population is represented in a string of bits with identical length that encodes one possible solution. All binary coded population of points (chromosomes) undergoes three operations: selection, crossover and mutation operators. The simple GA was then improved by Dandy et al. (1996) using the concept of variable power scaling of the fitness function, an adjacency mutation operator, and gray codes. Savic and Walters (1997) also used simple GA in conjunction with EPANET network solver. Instead of using a single optimization algorithm, Abebe and Solomatine (1998) applied GLOBE (Solomatine, (1995)) that comprises several search algorithms. They identified that very few algorithms reach to optimal or near optimal solutions. Cunha and Sousa (1999) introduced a random search algorithm (Simulated Annealing) that is based on the analogy with the physical annealing process with Newton search method to solve the network equations. Eusuff and Lansey (2003) proposed SFLA, a new meta-heuristic algorithm works based on memetic evolution (transformation of frogs) and information exchange among the population. Frogs which are the hosts of memes (consist of memotype likegene in chromosome in GA) search the particle with highest amount of food in a swamp by improving their memes.Although the final solution was improved, Savic and Walters (1997), Cunha and Sousa (1999), and Eusuff and Lansey (2003) required considerable computational effort.PROPOSED SCHEMEIn this study, an optimization algorithm, Shuffled Complex Evolution (SCE; Duan et al. (1992)), is applied and linked with EPANET (Rossman, (1993)) network solver to identify the least cost of some water distribution pipe networks. The original SCE algorithm is modified to accommodate higher number decision variables; and the decision variables (pipe sizes) are converted to commercially available diameters in determining the cost of the network.Design and FormulationThe aim of the water distribution network design is to find the optimal pipe diameter for each pipe in the network for a given layout, demand loading conditions, and an operation policy. The model selects the optimal pipe sizes in the final network satisfying all implicit constraints (e.g. conservations of mass and energy), and explicit constraints (e.g. pressure head and design constraints). The hydraulic constraints, for example, deal with hydraulic head at certain nodes to meet a specified minimum value. If the hydraulic head constraint is violated, the penalty cost is added to the network cost. However, diameter constraints enforce the evolutionary algorithms to select the trial solution within a pre-defined limit. A hydraulic network solver handles the implicit constraints and simultaneously evaluates the hydraulic performance of each trial solution that is a member of population of points. The hydraulic information obtained from network solver is then passed to the SCE for the computation of fitness of the design. The fitness of a trial solution representing a pipe network design is based on the hydraulic performance of the network. It consists of two parts: (1) network cost; and (2) penalty cost.The network cost is calculated as the sum of the pipe costs where pipe costs are expressed in terms of cost per unit length. Total network cost is computed as follows:C = K K N K K LD c )(1∑=(1) where c k (D k ) = cost per unit length of the k th pipe with diameter D k , L k = length of the k th pipe, and N = total number of pipes in the system.The penalty cost is based on the degree of pressure head violation. The penalty functions (Abebe and Solomatine (1998)) may be defined, for example, asC 1= P*C max *Max (H min - H i ) (2)if the pressure is less than minimum limit and greater than zero; orC1 = 2*P* C max – 2*C (3) if the pressure is less than or equal to zero. In Equations (2) and (3), P is the penalty cost coefficient, C max is the maximum possible cost that is calculated based on the largest commercial pipe available, (H min- H i) is the maximum pressure deficit, and C is the actual network cost. The maximum pressure deficit is the difference between the required head (H min) at each node and the head found after simulation (H i). If the pressure head is greater than the minimum required limit, no extra cost is charged to the network cost.It should be noted that the penalty cost coefficient must be selected carefully to provide a smooth transition from infeasible to feasible designs. The penalty factor should be such that optimal near infeasible solution cost is slightly more than the optimal solution. The value of this penalty factor differs from one problem to the other. As a result, trial and error adjustment is needed.The mathematical formulation of water distribution network can thus be stated as follows: Minimize Cost C = Network cost + Penalty cost (4) Subjected to:G(H,D) = 0, a conservation of mass and energy equation (5a)H i≥minH, nodal pressure head bounds (5b)iD min< D(k) < D max, constraints related to design parameters (5c) where, H i = pressure head at node i, minH= minimum head required at the same node,iD(k) = decision variables (pipe sizes).Brief Introduction of SCESCE works on the basis of four concepts: (1) combination of deterministic and probabilistic approaches; (2) systematic evolution of a complex of points; (3) competitive evolution; and (4) complex shuffling. The algorithm begins with a randomly selected population of points from the feasible space. The points are sorted in order of increasing criterion value so that the first point represents the smallest function value and the last point represents the largest function value. The randomly generated initial population is partitioned into several complexes. Each complex is allowed to evolve independently to search the feasible domain in different directions. Each individual point in a complex has the potential to participate in the process of reproducing new points. From each complex, some points are selected to form a subcomplex, where the modified Nelder and Mead Simplex Method (NMSM) (Nelder and Mead (1965)) is applied for global improvement. The points of higher fitness values have higher chance of getting selected to generateoffspring. The NMSM performs reflection and inside contraction step to get a better fit point. This new offspring replaces the point with the worst performance in the simplex. The points in the evolved complexes are then pooled together and is sorted again, shuffled, and finally reassigned to new complexes to enable information sharing. This process is repeated until some stopping criteria are satisfied.SCE Optimization ParametersThere are a series of SCE optimization parameters. They are:n = number of parameters;p = number of complexes (p ≥ 1);p min = minimum number of complexes required, if the number of complexes is allowed to reduce as the optimization proceeds (1≤ p min ≤ p)m = number of points in each complexes in the initial population (m ≥ 2)q = number of points in each sub-complex (1≤ q≤ m)α = number of offspring generated by each sub-complexβ = number of evolution steps allowed for each complex before complex shuffling Population sizes = p x m.Two Stopping CriteriaSCE has two stopping criteria checked at each generation. The evaluation will stop when one of the following criteria is arrived first:1)The relative change in the objective function values within the last k, say 10-15shuffling loops is less than a pre-specified tolerance;2)The maximum user-specified number of function evaluations is reached.WORKING MECHANISM OF THE SCE ALGORITHMSA brief description of the steps in SCE algorithms for pipe network optimization is given below (Figure 1):1)Generate N population of points randomly in the solution space. Each of the Npopulations represents a possible combination of pipe diameters.2)Compute the network cost for each of the N solutions after converting therandomly generated pipe sizes to the pipe sizes available in the market.3)Perform hydraulic analysis of each network. EPANET is used to analyze thenetwork and check the pressure at some nodes which are required to meet certain nodal pressures. The maximum deficit of nodal pressure is noted.4)Compute penalty cost, if the nodal head at any node is less than the requiredminimum.5)Calculate the total cost of the network. The total cost of the network is the sum ofthe network cost and the penalty cost found in steps 2 and 4 respectively.6)The total cost found in step 5 is used as the fitness value for each of the trialnetwork.Figure 1: Flow chart of the design problem7)The N points are sorted in order of increasing fitness value.8)N points are partitioned into p complexes. Each complex contains m points.9)Each complex is evolved according to the competitive complex evolution processwhich briefly can be summarized as follows: (a) based on a triangular probability distribution, q points are selected from the complex to construct sub-complex; (b) the centroid of the sub-complex is computed excluding the worst point; (c) a new point is generated by reflecting the worst point through the centroid of the sub-complex within the feasible space. If this point is better than the worst point, substitute the worst point. Otherwise, a contraction point is computed which is at the halfway between the centroid and the worst point; (d) if the contraction point is better than the worst point, replace the worst point. Otherwise, a random point is generated within the feasible domain and the worst point is replaced by this point; and (e) the steps (b) to (d) are repeated α times, where α≥ 1 and steps (a) to(d) are repeated β times, where β≥1.10)The evolved points from the complexes are combined into a single samplepopulation.11)The population is re-partitioned after resorting into p complexes again.12)Stopping criteria is checked, if any of the convergence criteria is satisfied, theprocess is terminated.Figure 2: Two-Looped network (Case 1)CASE STUDY 1: SIMPLE NETWORKThe first network, Figure 2, is a two looped simple network presented by Alperovits and Shamir (1977) consists of 8 pipes (each 1000 m long with Hazen-Williams C value of 130), 7 nodes and a single reservoir. The minimum pressure requirements are 30 m for each node. Fourteen different pipe diameters are available commercially, Table 1. SCE explores within the boundary of pipe diameters, minimum 1in (25.4mm) and maximum 24in (609.6 mm). The values of SCE parameters for this case study are: p = 4, p min = 2, m = 20, q =10, α = 1, β = 20, total population = p x m = 80. Ten runs are performed using different initial seed values. Figure 3 shows the variation of network cost with different initial seed values. It could be seen that obtained each optimal solution from each seed value satisfies pressure constraints applied to all nodes. Table 2 lists the optimal network solutions, total network cost, number of function evaluations, and the run time. The pressure at each node is shown in Table 3. Figure 4 depicts the reducing network cost with the increasing evaluation number.350000360000370000380000390000400000410000420000430000020406080100120Different Seed Number C o s t ($)Figure 3: Effect of random seed number on total network cost (Case 1)Although the least cost ($419,000) resulting from SCE is the same as that obtained in Savic and Walters (1997), Abebe and Solomatine (1998), Cunha and Sousa (1999), and Eusuff and Lansey (2003), SCE found this optimal solution significantly faster than their counterparts. SCE converges only after 1091 evaluations with a total CPU time of 18 sec[Pentium 4 (Processor 1.79 GHz, RAM 512 MB)]. The average number of evaluations and computational time are 1345 and 23 sec respectively.2000004000006000008000001000000120000014000001600000120140160180110011201Evaluation Number C o s t ($)Figure 4: Cost Evolution (Case 1): SCE AlgorithmTable 1: Cost data for pipes (Case 1)Diameter(in)Diameter (mm) Cost (Units) 1234681012141618202224 25.4 50.8 76.2 101.6 152.4 203.2 254.0 304.8 355.6 406.4 457.2 508.0 558.8 609.6 2 5 8 11 16 23 32 50 60 90 130 170 300 550Table 2: Results of Two-Looped Network (Case 1)Pipe Diameter (in) Savic and Walters(1997)PipeNumber GA1 GA2 Abebe and Solomatine(1998) Cunha and Sousa (1999) Eusuff and Lansey (2003) Shuffled Complex Evolution (SCE)1 18 20 18 18 18 182 10 10 10 10 10 103 16 16 16 16 16 164 4 1 4 4 4 45 16 14 16 16 16 16 6 10 10 10 10 10 107 10 10 10 10 10 108 1 1 1 1 1 1 Cost ($) 419,000 420,000 419,000 419,000 419,000 419,000 FEN 1 65,000 65,000 1,373 25,000 11,323 1,091 Run Time 10 min 10 min 7 min 40 sec / 18 sec 1Function Evaluation NumberTable 3: Node Pressure (Case 1)Node Pressure Head(m)2 53.253 30.464 43.455 33.816 30.447 30.55CASE STUDY 2: HANOI NETWORKA second water distribution network in Hanoi, Vietnam, is considered in this study. The network (Fujiware and Khang, (1990)), Figure 5, consists of one reservoir (node 1), 31 demand nodes and 34 pipes. The minimum pressure head required at each node is 30 m. The cost of commercially available pipe sizes (12, 16, 20, 24, 30, 40; in inches) was calculated using the equation (Fujiwara and Khang, (1990)):C K = 1.1xL K x 5.1K D(6) The values of parameters used to solve this problem are: p =10, p min = 10, m =30, q =15, α = 1, β =30, and the total population = p x m = 300. Ten runs are performed with different initial seed values. The results are shown in Table 4. Table 4 shows the solutions obtained by other researchers as well.The final network cost ($6.22 million) obtained by SCE requires 25,402 function evaluations and a CPU time of only 11 minutes. Although Savic and Walters (1997) obtained a slightly smaller network cost ($6.073 million), the resulting pressure heads at nodes 13 and 30 does not meet the head constraints (Table 5); also their CPU time is relatively very high (3 hr). Abebe and Solomatine (1998) used GA and ACCOL to solve the problem; their solutions are certainly not optimal compared to results from their counterparts. The solution by Cunha and Sousa (1999) is indeed the optimal ($6.056 million) among the results shown in Table 4. The drawbacks are, (1) the pressure head requirement at nodes 13, 16, 17, 27, 29 and 30 is not met (Eusuff and Lansey, (2003)); and (2) they require a much higher number of function evaluations and, hence, longer CPU time.CONCLUSIONOptimal water distribution network design is a complex task. Various search algorithms have been proposed and attempted. Main concerns are to achieve the optimal solution with the minimum design cost and, at the same time, satisfies required minimum pressure head at certain demand nodes and can use only commercially available pipe sizes.In this study, an evolutionary optimization algorithm, Shuffled Complex Evolution or SCE (Duan et al. (1992)), has been coupled with the widely used water distribution network software, EPANET, and applied to water distribution network designs. Two networks are considered. Comparisons between the performance of SCE and thoseobtained by other researchers with different optimization techniques (GA, GLOBE, SFLA, SA) were conducted. Overall, the study shows that SCE yields categorically better performance in term of optimal network design cost and/or computational speed.Table 4: Solution of Hanoi Network (Case 2)Pipe Diameter (in) Savic and Walters (1997) Abebe and Solomatine (1998) Pipe Number GA1 GA2 GA ACCOLCunha and Sousa (1999) ShuffledComplexEvolution(SCE)1 40 40 40 40 40 402 40 40 40 40 40 403 40 40 40 40 40 404 40 40 40 40 40 405 40 40 30 40 40 406 40 40 40 30 40 407 40 40 40 40 40 408 40 40 30 40 40 309 40 30 30 24 40 30 10 30 30 30 40 30 30 11 24 30 30 30 24 30 12 24 24 30 40 24 24 13 20 16 16 16 20 16 14 16 16 24 16 16 12 15 12 12 30 30 12 12 16 12 16 30 12 12 24 17 16 20 30 20 16 30 18 20 24 40 24 20 30 19 20 24 40 30 20 30 20 40 40 40 40 40 40 21 20 20 20 30 20 20 22 12 12 20 30 12 12 23 40 40 30 40 40 30 24 30 30 16 40 30 30 25 30 30 20 40 30 24 26 20 20 12 24 20 12 27 12 12 24 30 12 20 28 12 12 20 12 12 24 29 16 16 24 16 16 16 30 16 16 30 40 12 16 31 12 12 30 16 12 12 32 12 12 30 20 16 16 33 16 16 30 30 16 20 34 20 20 12 24 24 24 Cost($ mill) 6.073 6.195 7.0 7.8 6.056 6.22 FEN / / 16,910 3,055 53,000 25,402 Run Time 3 hr 3 hr 1 hr15min 15 min 2 hr 11 minTable 5: Pressure Head for Hanoi Network (Case 2)Nodal Pressure(m)Savic and Walters (1997) Abebe andSolomatine(1998)Node NumberGA1 GA2 GA ACCOLCunha and Sousa (1999) Shuffled Complex Evolution (SCE) 1 100 100 100 100 100 1002 97.14 97.14 97.14 97.14 97.14 97.143 61.63 61.63 61.67 61.67 61.63 61.674 56.83 57.26 58.59 57.68 56.82 57.545 50.89 51.86 54.82 52.75 50.86 52.436 44.62 46.21 39.45 47.65 44.57 47.137 43.14 44.91 38.65 42.95 43.10 45.928 41.38 43.40 37.87 41.68 41.33 44.559 39.97 42.23 35.65 40.70 39.91 40.2710 38.93 38.79 34.28 32.46 38.86 37.2411 37.37 37.23 32.72 32.08 37.30 35.6812 33.94 36.07 31.56 30.92 33.87 34.52 13 29.72* 31.86 30.13 30.56 29.66* 30.3214 35.06 33.19 36.36 30.55 34.94 34.0815 33.07 32.90 37.17 30.69 32.88 34.0816 30.15 33.01 37.63 30.74 29.79* 36.13 17 30.24 40.73 48.11 46.16 29.95* 48.6418 43.91 51.13 58.62 54.41 43.81 54.0019 55.53 58.03 60.64 60.58 55.49 59.0720 50.39 50.63 53.87 49.23 50.43 53.6221 41.03 41.28 44.48 47.92 41.07 44.2722 35.86 36.11 44.05 47.86 35.90 39.1123 44.15 44.61 39.83 41.96 44.24 38.7924 38.84 39.54 30.51 40.18 38.50 36.3725 35.48 36.40 30.50 38.95 34.79 33.1626 31.46 32.93 32.14 36.01 30.87 33.4427 30.03 32.18 32.62 35.93 29.59* 34.3828 35.43 36.02 33.52 36.47 38.60 32.6429 30.67 31.38 31.46 36.45 29.64* 30.05 30 29.65* 30.47 30.44 36.54 29.90* 30.1031 30.12 30.95 30.39 36.64 30.18 30.3532 31.36 32.24 30.17 36.76 32.64 31.09 *REFERENCESAbebe, A.J. and Solomatine, D.P. (1998). “Application of global optimization to the design of pipe networks.” 3rd International Conferences on Hydroinformatics, Copenhagen, Denmark, pp. 989-996.Alperovits, E. and Shamir, U. (1977). “Design of optimal water distribution systems.” Water Resources Research, Vol. 13(6), pp. 885-900.Chiplunkar, A.V., Mehndiratta, S.L. and Khanna, P. (1986) “Looped water distribution system optimization for single loading.”, Journal of Environmental Engineering, Vol. 112, No. 2, pp. 265-279.Cunha, M.D.C., and Sousa, J. (1999). “Water Distribution Network Design Optimization: Simulated Annealing Approach.” Journal of Water Resources Planning and Management, Vol. 125, No. 4, pp.215-221.Dandy, G.C., Simpson A.R., and Murphy L.J. (1996). “An improved genetic algorithm for pipe network optimization.” Water Resources Research, Vol. 32, No 2, pp. 449-458.Duan, Q., Sorooshian, S., and Gupta, V. (1992). “Effective and efficient global optimization for conceptual rainfall-runoff models.”, Water Resources Research, Vol. 28, No.4, pp. 1015-1031.Eiger, G., Shamir, U., and Ben-Tal A. (1994). “Optimal design of water distribution networks.”, Water Resources Research, Vol. 30, No. 9, pp. 2637-2646.Eusuff, M.M. and Lansey, K.E.,(2003). “Optimization of Water Distribution Network Design Using the Shuffled Frog Leaping Algorithm.” Journal of Water Resources Planning and Management, ASCE, Vol. 129, No. 3, pp. 210-225Fujiwara. O. and Khang, D. B. (1990). “A two-phase decomposition method for optimal design of looped water distribution networks.” Water Resources Research, Vol. 26, No. 4, pp. 539-549.Gupta, I., Gupta, A., and Khanna, P. (1999). “Genetic algorithm for optimization of water distribution systems.” , Environmental Modelling & software Vol.-4, pp. 437-446. Kessler, A. and Shamir, U.(1989). “Analysis of the linear programming gradient method for optimal design of water supply networks.”, Water Resources Research, Vol. 25, No.7, pp. 1469-1480.Nelder, J.A. and Mead, R. (1965). “ A simplex method for function minimization.”, Computer Journal, Vol. 7, pp. 308-313.Quindry, G.E., Brill, E.D., and Liebman, J.C. (1981). “Optimization of looped water distribution systems.”, Journal of Environmental Engineering Division, ASCE, Vol. 107, No. 4, pp. 665-679.Rossman, L.A. (1993). “EPANET, Users Manual.”, Risk Reduction Engineering Laboratory, U.S. Environmental Protection Agency, Cincinnati,Ohio.Savic, D.A. and Walters, G.A. (1997). “Genetic algorithms for least-cost design of water distribution networks.” Journal of Water Resources Planning and Management, ASCE, Vol. 123, No. 2, pp. 67-77.Simpson, A.R., Dandy, G.C., and Murphy, L.J. (1994). “Genetic algorithms compared to other techniques for pipe optimization.” Journal of Water Resources Planning and Management, ASCE, Vol. 120, No. 4, pp. 423-443.Solomatine, D.P. (1995). “The use of global random search methods for models calibration.”, Proc. XXVIth congress of the IAHR, London.。

某居住区建筑的消防水设计

某居住区建筑的消防水设计

浅谈某居住区建筑的消防水设计摘要:随着我国经济的快速发展、城市建设的日益扩大,在城市的边缘地带大型居住区项目越来越多。

这些大型居住建筑带来经济效益的同时,其消防安全问题也不容乐观。

这使得给排水专业在设计生活给水、消防给水带来一些新的课题。

因此,在做设计时不仅要考虑到投资的合理性,还要充分体现性能优化设计的理念。

关键词:室外消防给水管网与二次加压给水管网合用;室内消火栓与自动喷水管网合用;近远期消防给水规划。

abstract: with the rapid development of economy of our country, city construction is increasing, more and more in the edge of the city, large residential projects. these large residential buildings bring economic benefits at the same time, the fire safety problem is not optimistic. this makes the water supply and drainage in the design of water supply, fire water supply to bring some new topic. therefore, reasonable in design should not only consider the investment, but also fully embodies the concept of performance optimization design.keywords: outdoor fire water supply pipe network and two pressurized water distribution network combined; indoor fire hydrant and sprinkler pipe network for short-term andlong-term fire water supply planning.中图分类号: g322.1 文献标识码:a 文章编号:2095-2104(2013)作为提供人们生活居住的建筑物,居住区的消防问题一直是大众所关心的问题之一。

自来水水泄漏监测流程

自来水水泄漏监测流程

自来水水泄漏监测流程英文回答:Water leakage monitoring is a crucial process in ensuring the safety and efficiency of the water supply system. It involves the continuous monitoring and detection of leaks in the water distribution network, allowing for timely repairs and minimizing water loss.The first step in the water leakage monitoring process is the installation of sensors and meters throughout the water distribution system. These sensors are capable of detecting even the smallest leaks by measuring changes in water pressure and flow rates. For example, a sudden drop in pressure or an abnormal increase in flow rate may indicate the presence of a leak.Once the sensors are in place, the data collected from them is transmitted to a central monitoring system. This system analyzes the data in real-time and identifiespotential leak locations. Advanced algorithms and machine learning techniques are often employed to accurately pinpoint the exact location of the leak. For instance, the system may compare the data from different sensors to determine the direction of water flow and narrow down the possible leak points.Upon identifying a potential leak, the monitoring system sends an alert to the responsible authorities or water utility personnel. The alert includes detailed information about the location and severity of the leak, allowing for prompt action. For instance, the authorities can dispatch a maintenance team to investigate and repair the leak as soon as possible.In addition to real-time monitoring, periodic inspections and assessments are also conducted to ensure the overall integrity of the water distribution system. This may involve physical inspections of pipelines, valves, and other components, as well as the use of specialized equipment such as acoustic sensors to detect hidden leaks. These inspections help identify potential issues beforethey escalate into major leaks or bursts.Moreover, data analysis plays a crucial role in the water leakage monitoring process. By analyzing historical data and patterns, it is possible to identify areas that are more prone to leaks and implement preventive measures. For example, if data analysis reveals a higher incidence of leaks in a certain neighborhood, the authorities can proactively replace aging pipes or improve maintenance practices in that area.In conclusion, the water leakage monitoring process involves the installation of sensors, real-time data analysis, prompt alerting, periodic inspections, and data analysis for preventive measures. This comprehensive approach ensures the early detection and repair of leaks, minimizing water loss and maintaining the efficiency of the water supply system.中文回答:自来水水泄漏监测是确保供水系统安全和高效的关键过程。

某城镇给水工程设计-毕设

某城镇给水工程设计-毕设
2、净水厂总平面图及高程布置图1张,比例:1:500
3、单体构筑物平面图和剖面图n张(指导教师商定),比例:1:50——1:200
4、二泵站工艺图1张,比例:1:50——1:100
4、应提交的设计成果:
设计计算说明书和设计图纸纸质的和电子的。
5、设计期限:
设计和答辩共11周(4- 14周)(2013年01月—2013年06月)
Keywords
the intake works,the water pipe network design,the water treatment plant design,water supply pipe network,water purification process,the design of pump station
Ⅲ毕业设计(论文)任务内容
1、设计内容:
1、用水量的计算
2、城市输水管与给水管网设计;
3、净水厂设计的工艺部分
4、二级泵站设计的工艺部分
5、城市给水工程的总估算和制水成本计算。
2、毕业设计的计算说明书应包括下列内容:
1、绪论
2、给水管网,其中包括:
水量计算,管网定线,方案选择,用水曲线,供水曲线绘制,管网平差,平差校核计算,选泵,请水池容积计算(方案中设有水塔或高地水池时,应包括水塔、高地水池容积计算),方案比较与选定。
第1章概述
1.1可行性方案的确定
1.1.1水质的要求
关键词
管网平差,取水工程,净水厂设计,供水管网,净水工艺,泵站设计
The water supply engineering design of a town
Abstract
With population growth, socio-economic development, people's living standards

水库的生态调度(2)

水库的生态调度(2)
“水银行”管理部门在水资源管理委员会同意下,制定“水银行” 存取交换的价格,价格必须合适,才能使水的存取正常进行,每个具体 的“水银行”的水的存取价格都不相同,主要取决于水将在哪里被利用。 “水银行”管理部门和水资源管理委员会通过“水银行”的存取收取借 贷差利润,利润的收取一方面用于“水银行”的管理维护,另一方面用 于其它水利项目的投资来源。
为避免因湿地缺水引发的生态危机,自 2001-2005年黑龙江省连续实施了扎龙湿 地应急补水,累计补水约9.5亿m3。每年 补水时段为4-10月,视来水情况分汛前和 汛后两个阶段进行,主要采用人造洪峰补 水和间隔性补水两种方式进行补水。扎龙 湿地补水后,有效遏制了湿地萎缩现象, 湿地水禽的水量与种类相比于补水前大大 提高,对水禽生境质量有明显改善。
(二)因地、因时、因物种制宜的原则
由于世界上每条河流都具有自身的独有的特征,同时又 支撑着不同发展水平、不同社会文化传统的人类社会,使 得每条河流所受胁迫类型和程度及其组合各不相同,水流 情势中受影响的特定流量组分及程度各异,最终河流中受 影响的物种以及受影响的生活史阶段各不相同。在生态调 度实践中,所需要解决的问题也便不同。
1991 年,美国加州历经五年的干旱,州政府设立了加州水银 行,并利用水银行进行救旱。在干旱期水银行进入水市场,农民 购入灌溉水、或抽取地下水、或从水库引用剩余水等,并由水银 行制定一固定且高于卖水价的售水价,将水售给需水用户。
美国德州(Texas)位于干旱的沙漠地区,早年即有许多私人的水 利公司存在,1993 年在州政府的建议下成立了美国德州水银行。德 州水银行与爱达荷州或加州水银行的运作方式截然不同,德州水银 行的宗旨为:“避免干旱发生,并使水市场交易更为活泼”。所以 水银行成为水资源买主与卖者之间的中介机制,买卖双方只要向该 州的自然资源保护委员会提出申请,就可以暂时或永久移转水权或 所持有的水量。亦即德州水银行提供各种水价和其它必要的交易信 息,活化水市场的信息交流,并进行执法把关。

给水管网、污水管网、雨水管网的规划设计

给水管网、污水管网、雨水管网的规划设计

摘要给水排水管网系统是城市生产生活中重要的组成部分。

本设计分别进行了给水管网、污水管网、雨水管网的规划设计。

其中,给水管网的规划包括输配水管网,配水管网采用环状网。

给水管网按照城市最高日用水量进行规划设计,通过配水管网进行流量分配,得出经济可行的管网布置结果。

排水管网分为污水管网系统和雨水管网系统,《室外排水设计规范》规定,新建地区排水系统一般采用分流制。

污水管网按照综合生活污水定额计算出总设计流量及各管段设计流量,确定个管段的直径、埋深、衔接方式。

雨水管网按照该城市暴雨强度公式计算得出雨水设计流量,经济合理的设计雨水管道,使之具有合理的和最佳的排水能力。

关键词:给水管网、污水管网、雨水管网、暴雨强度公式、城市最高日用水量。

AbstractWater supply network and sewage network system is the important part of the city in production and life.This is the preliminary design,this consists of the designs of water supply network,sewage network,and precipitated water network.Water supply network includes conduit and distribution pipeline network, which adopts ring network.The water supply network carries on the programming design with the amount of water according to the tallest day in city, passing to go together with the pipe line net to carry on the discharge allotment, getting an economic viable tube net to arrange the result.The drain pipe net is divided into the sewage network system and precipitated water network system, <<Outdoor Drain off Water Design Standard>>stipulate,the sewage network calculates according to the synthesis sanitary sewage fixed quantity always designs the current capacity and various lengths of pipe design current capacity.The precipitated water network computes according to the city rainstorm intensity formula computation a precipitated water designs the discharge, economy reasonable of the design precipitated water piping,make it had the reasonable of with the best catchment ability.Key words: water supply network, sewage network, precipitated water network, cityrainstorm intensity formula ,the amount of water according to the tallest day in city.给水管网设计计算说明书一、设计资料:1. 设计为唐山市某县市政给排水管网设计。

毕业设计论文(给水排水专业)

毕业设计论文(给水排水专业)

毕业设计题目: 石化生活小区给水管网及水厂设计指导老师:王慧娟吉尔格学生XX:李钰琪学生学号:所属院系:建筑工程学院城市建设系专业:给水排水工程班级:给水排水工程2008-1班完成日期:2012年5月31日声明本人声明:本人所提交的毕业设计——石化生活小区给水厂设计及给水管网设计是由本人在指导老师的指导下独立研究、设计的成果,论文中所引用他人的无论以何种形式发布的文字、研究成果,均在论文中加以说明;有关教师、同学和其他人员对本问的设计、修订提出过并被我在论文中加以采纳的意见、建议,均在我的谢词中加以说明并深致谢意。

本论文和资料若有不实之处,本人承担一切相关责任。

签名:日期:年月日新疆大学毕业论文(设计)任务书班级:给水排水工程081班姓名:李钰琪论文(设计)题目:石化生活小区给水管网及水厂设计论文(设计)来源:指导老师拟定要求完成的内容:完成毕业设计计算说明书,管网定线布置及管网水力平差计算。

绘制等水压线、节点图,管网布置图及纵断面图。

完成水厂工艺流程选择及设备计算选型,绘制水厂工艺平面布置图及构筑物平剖面图纸。

发题日期:2012年2月21日完成日期:2012年5月31日实习实训单位:XX石油勘察设计研究院地点:XX克拉玛依市论文页数:69 页;图纸X数:10X指导教师:王慧娟吉尔格系主任:彭维院长:于江摘要本设计为石化生活小区给水工程初步设计。

设计的主要内容包括:设计规模的确定、给水系统选择、给水方案比较、取水工程设计、净水厂设计、输配水管网的计算与平差。

设计书由设计说明书和设计计算书两部分组成。

本设计的设计规模是6.5万m3/d,以地表水为水源。

采用的给水系统为:水源→一泵站→机械混合池→往复式隔板絮凝池→斜管沉淀池→V型滤池池→清水池→城市管网。

选用聚合氯化铝为混凝剂,液氯为消毒剂。

水厂出水水质要求达到《生活饮用水卫生规X》(2001)。

水厂位于XX乌鲁木齐米东区,水厂地面标高为667.35m,总占地面积3.02公顷。

给排水专业毕业设计(含计算书)

给排水专业毕业设计(含计算书)
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XXXX 大学毕业设计(论文)开题报告书
课题名称 中山市给水工程扩大初步设计(Ⅰ) 课题来源 学生姓名 课题类型 学 号 AY 导 师 专 业 丰桂珍 给排水
浅层地下水离地面 1.6 米 1.1.3 水源状况 (1)河流概述:水源水量丰富,水质符合国家规定的饮用水源水质标准,因河道 航运繁忙,取水构筑物不得影响航运。 (2)河流特征
水位 最高水位 常水位 最低水位 水面标准 m 26.5 25 20 流量 m / s 3000 2300 1400
1.2 工程设计
1.2.1 毕业设计题目:中山市给水工程扩大初步设计 1.2.2 要求提交的设计文件 1、设计计算说明书: 设计说明书内容包括总体设计说明及各部分的设计说明并附有图表。 计算书包括 各部分的详细工艺计算并附有计算草图等, 毕业设计任务书须装订在设计说明书的前 面。 2、给水工程设计图 、 (1) 给水工程总平面布置图,管网节点详图(2 张) (2) 取水构筑物及一级泵站工艺图(1 号图 1 张) (3) 净水厂总平面及高程布置图(1 号图 1 张) (4) 水厂处理构筑物工艺图(1 号图,澄清、过滤各 2 张) (5) 加药投氯系统工艺图(1 号图 1 张)
20030110020225
开题报告内容: 毕业设计在整个教学计划中处于相当重要的地位,学生在教师的指导下,达到 理论与实践的结合 ,是一次综合概括性的训练,为以后更好的做好给排水打下良 好的基础。 本设计是中山市给水工程扩大初步设计,近期城市规划人口 14 万人,远期人 口 18 万人,规划建筑为 6 层混合式,设计规模为 50000t/d。取水水源为临近城市 的北江,其水源丰富,水质稳定。 根据规范、手册以及相关的专业知识,初步拟定多套方案,通过技术、经济比 较确定最佳方案:原水——一泵——机械搅拌澄清池——V 型滤池——请水池—— 二泵——管网 。此方案的优点在于用澄清池代替絮凝设施,大大缩小了水厂长度 方向上的距离;采用 V 型滤池,反冲洗水量大大减少,反冲洗周期增长,节水、节 省运行费用。 方法及预期目的: 方法: 根据设计任务书, 《城市居民生活用水量标准》 、 《给水排水设计手册》 1、 3、10 册、 《给水水源及取水工程》《水泵及水泵站》《管道工程》和《给水工程 、 、 主要构筑物及设备工艺计算》以及网易给排水相关资料,按进程安排,在指导老师 的协助下进行用水量、水处理构筑物的设计计算、管网布置及方案比较等,与此同 时,绘制相关图纸。 预期目的:学生在指导老师的指导下,通过毕业设计(论文)受到一次综合运 用所学理论知识和技能的综合训练,进一步提高独立分析问题和解决问题的能力, 培养阅读参考文献能力,学会收集、运用设计原始资料以及使用规范、手册、产品 目录、标准图的技能,提高设计计算、绘图等实际应用能力。

纯化水分配系统流程

纯化水分配系统流程

纯化水分配系统流程Water purification systems are crucial for ensuring clean and safe drinking water for various applications. 纯化水系统对于保证各种用途的清洁安全饮用水至关重要. The distribution system of purified water plays a key role in ensuring that the water reaches the end-users in a reliable and efficient manner. 纯化水分配系统在确保水能以可靠高效的方式到达最终用户方面扮演着关键角色. It involves the transportation of the purified water from the treatment plant to households, industries, and other facilities that require clean water. 它涉及从处理厂将纯净水运输到需要清洁水的家庭、工业和其他设施的过程. Therefore, understanding the flow process of a water distribution system is essential for its effective operation and maintenance. 因此,理解水分配系统的流程对其有效运营和维护至关重要.The process of water distribution system starts from the treatment plant where raw water is treated with various purification methods to remove impurities and contaminants. 水分配系统的流程始于处理厂,原水通过各种净化方法处理以去除杂质和污染物. Once the water is purified, it is stored in reservoirs or tanks before being distributed through a network of pipes to different points of use. 一旦水被纯化,它会被储存在蓄水池或水箱中,然后通过管道网络分配到不同的使用点. The distribution system typically consists of pipelines, pumps, valves, storage tanks, and other components that work together to deliver clean water to consumers. 分配系统通常由管道、泵、阀门、储水池和其他组件组成,这些组件共同工作以向消费者提供清洁水.Proper maintenance and regular inspection of the water distribution system are essential to ensure its smooth operation and prevent any disruptions in the supply of clean water. 良好的维护和定期检查水分配系统对于确保其顺利运行和防止供应被中断至关重要. Regular monitoring of water quality and pressure levels in the distribution network is necessary to identify any potential issues that may affect the quality of the water supply. 定期监测分配网络中的水质和压力水平是必要的,以识别可能影响供水质量的问题. In addition, timely repairs and replacements of faulty components are crucial to prevent water leaks or contamination in the distribution system. 此外,及时修理和更换故障组件对于防止分配系统中的漏水或污染至关重要.Efficient management of the water distribution system involves planning for future growth and expansion to meet the increasing demand for clean water. 有效管理水分配系统涉及规划未来增长和扩展,以满足对清洁水日益增长的需求. This may include updating infrastructure, optimizing distribution routes, and implementing new technologies to improve the overall efficiency of the system. 这可能包括更新基础设施、优化分配路线以及实施新技术来提高系统的整体效率. Collaboration with local authorities and stakeholders is also crucial to address any regulatory requirements and ensure compliance with environmental standards. 与当地政府和利益相关者的合作也很重要,以满足任何监管要求并确保遵守环境标准.In conclusion, the distribution system of purified water plays a critical role in providing clean and safe drinking water to consumers. 总之,纯化水分配系统在向消费者提供清洁安全的饮用水中扮演着至关重要的角色. Proper maintenance, regular inspections, and efficient management are essential for the smooth operation of the system and to ensure the continuous supply of clean water. 良好的维护、定期检查和高效管理对于系统的顺利运作和确保持续供应清洁水至关重要. By understanding the flow process of a water distribution system and implementing effective strategies, we can ensure the availability of clean water for current and future generations. 通过理解水分配系统的流程并实施有效的策略,我们可以确保为当前和未来的世代提供清洁水资源. Let us work together to protect this precious resource and preserve it for thewell-being of our communities and the environment. 让我们一起努力保护这一珍贵的资源,为我们社区和环境的福祉而保存它.。

epanet范例

epanet范例

epanet范例Epanet is a powerful software tool for modeling water distribution networks. It allows engineers to simulate the flow of water, analyze the performance of the network, and optimize the system for efficient operation. Epanet provides a user-friendly interface that allows users to input data, run simulations, and view results in a visually appealing manner.Epanet is widely used by engineers and water utility professionals around the world to design and maintain water distribution systems. Its ability to model complex networks with multiple nodes and pipes makes it an essential tool for ensuring the reliable supply of clean water to communities. The software allows users to input data such as pipe diameters, elevations, and demand patterns to create an accurate representation of the system.One of the key features of Epanet is its ability to simulate various scenarios and analyze the network's performance under different conditions. This allows engineers to evaluate the impact of changes such as pipe replacements, demand variations, or networkexpansions before implementing them in the real world. By running simulations, users can identify potential issues, optimize system performance, and improve the overall efficiency of the water distribution network.Another important aspect of Epanet is its capability to predict water quality parameters such as chlorine concentration, turbidity, and pH levels. By incorporating water quality data into the model, users can assess the risk of contamination, identify potential sources of pollution, and develop strategies to maintain water quality standards. This feature is crucial for ensuring the safety and health of consumers who rely on the water supply.In addition to modeling hydraulic and water quality aspects, Epanet also offers tools for asset management and cost analysis. Users can input data on pipe materials, installation dates, and maintenance schedules to track the condition of the infrastructure and plan for future upgrades. By considering factors such as asset life cycle costs and risk assessments, engineers can make informed decisions to optimize the performance and longevity of the water distribution system.Overall, Epanet plays a vital role in the planning, design, and operation of water distribution networks. Its versatility, user-friendly interface, and powerful modeling capabilities make it a valuable tool for engineers working in the water industry. By using Epanet to simulate network behavior, analyze performance, and optimize system design, professionals can ensure the efficient and sustainable delivery of clean water to communities around the world.。

如何解决水资源分配不均英文作文

如何解决水资源分配不均英文作文

如何解决水资源分配不均英文作文英文回答:Water resource allocation is a global issue that requires immediate attention. Unequal distribution of water resources poses a significant challenge to sustainable development and the well-being of communities around the world. There are several ways to address this problem.Firstly, improving water infrastructure is crucial. Many regions lack proper water storage facilities, pipelines, and treatment plants. By investing in infrastructure development, we can ensure that water is efficiently distributed to areas that need it the most. For example, in my hometown, we recently constructed a new reservoir and upgraded the water distribution network, which has greatly improved access to clean water for everyone.Secondly, promoting water conservation and efficiencyis essential. People often take water for granted and engage in wasteful practices. By raising awareness and implementing water-saving measures, we can reduce water consumption and alleviate the strain on available resources. In my community, we have launched a campaign called "Every Drop Counts," which encourages residents to fix leaky faucets, use water-efficient appliances, and adopt responsible irrigation practices. As a result, we have seen a significant decrease in water usage.Furthermore, effective water management strategies are needed. Governments and local authorities should implement policies that prioritize equitable water distribution. This includes establishing fair pricing mechanisms, enforcing water rights, and implementing water allocation plans based on the needs of different sectors. For instance, in my country, farmers are provided with subsidized water for irrigation purposes to support agricultural production,while industries are required to implement water recycling systems to minimize their impact on water resources.Lastly, international cooperation is crucial inaddressing water resource allocation disparities. Many countries share transboundary water sources, and conflicts can arise when one country monopolizes the resources. By fostering collaboration and negotiation, countries can work together to ensure fair and sustainable water allocation. The example of the Nile River basin countries, which have established the Nile Basin Initiative to promotecooperation and equitable sharing of water resources, demonstrates the importance of international partnerships.中文回答:水资源分配不均是一个全球性的问题,需要立即解决。

城市用水分布英语作文

城市用水分布英语作文

Urban Water Distribution: A Critical Analysis In the heart of every thriving city, a complex network of pipes and channels quietly carries out a vital task: the distribution of water. This intricate system, often unseen by the general populace, is crucial to the functioning of urban life, supplying the necessary liquid for drinking, hygiene, industrial processes, and agricultural needs. The distribution of urban water, however, is not a simple matter; it involves meticulous planning, advanced technologies, and a keen eye for sustainable management.The foundation of any urban water distribution system is the source. Whether it's a nearby river, a groundwater reservoir, or a desalination plant, the source determines the quality and quantity of water available for distribution. The quality of water from different sources varies greatly, and it's the job of water treatment facilities to purify and sanitize the water to make it safe for human consumption.Once the water is treated, it's pumped through a network of pipelines that crisscross the city, delivering water to every corner. These pipelines must be designed towithstand the pressure of the water, as well as the wearand tear of daily use. Leaks and ruptures can cause significant losses, not only in terms of water waste butalso in the financial resources invested in maintaining the system.The distribution of water within a city is not uniform. Residential areas, commercial zones, and industrial parksall have different water needs. Residential areas, for instance, typically require a constant supply of water for domestic use, while industrial zones may need large quantities of water for cooling and manufacturing processes. The challenge lies in balancing these varying demands while ensuring that everyone has access to clean, potable water.To achieve this balance, cities employ a variety of strategies. One common approach is the use of water meters, which allow for precise measurement of water usage and billing. This not only encourages conservation but also helps identify areas of excessive water usage or leaks. Additionally, many cities are investing in smart water management systems that use technology to monitor and optimize water distribution in real-time.The importance of urban water distribution cannot be overstated. It's not just about providing water to thecity's residents; it's about ensuring the smoothfunctioning of all urban activities. From the smallest household to the largest industrial plant, everyone relies on the water distribution system to meet their basic needs. However, this crucial system is also vulnerable to many challenges. Climate change, urbanization, and aging infrastructure are all putting pressure on urban water systems. Rising temperatures and more frequent droughts are reducing the availability of water sources, while the growth of cities is leading to increased demand. At the same time, aging pipelines and outdated technologies are making it difficult to maintain the efficiency andreliability of the distribution system.To address these challenges, cities need to take a holistic approach. They must invest in upgrading and maintaining their water infrastructure, while also promoting water conservation and efficiency. Technologies like leak detection systems, water meters, and smart water management can help improve the efficiency of the systemand reduce waste. Additionally, education and awareness-raising campaigns can encourage individuals and businessesto conserve water and reduce their water footprint.In conclusion, urban water distribution is a complexyet crucial aspect of urban life. It requires meticulous planning, advanced technologies, and a commitment to sustainable management. As cities continue to grow and face new challenges, it's important to remember that access to clean, potable water is a fundamental human right. By investing in smart water management and promoting water conservation, we can ensure that every city resident has access to the water they need to live a healthy and productive life.**城市用水分布:深度分析**在每个繁荣的城市中心,一个复杂的管道和渠道网络静静地执行着一项至关重要的任务:水的分配。

配水池的工艺流程及原理

配水池的工艺流程及原理

配水池的工艺流程及原理英文回答:The process and principles of water distribution tanks can be described as follows:1. Intake: The first step in the process is to intake water from a reliable source, such as a river, lake, or reservoir. This water is then transported to the water treatment plant.2. Treatment: At the water treatment plant, the water undergoes various treatment processes to remove impurities and ensure its safety for consumption. This may include processes like coagulation, sedimentation, filtration, and disinfection.3. Storage: After the water is treated, it is stored in large water distribution tanks. These tanks act as reservoirs, holding a significant amount of water that canbe supplied to the distribution network during peak demand periods or in case of emergencies.4. Pumping: Water distribution tanks are equipped with pumps that help in maintaining the pressure and flow of water throughout the distribution network. These pumps ensure that water reaches all the consumers at the desired pressure and volume.5. Distribution: Once the water is pumped out from the distribution tanks, it flows through a network of pipelines that deliver water to individual consumers. Thedistribution network is designed in a way that ensuresequal distribution of water to all consumers and minimizes any losses or leaks.6. Monitoring and Control: To ensure the efficient operation of the water distribution system, various monitoring and control mechanisms are in place. This includes monitoring water quality, pressure levels, andflow rates. Any deviations or issues are promptly addressed to maintain the quality and reliability of the water supply.中文回答:水配水池的工艺流程及原理如下:1. 水源引入,工艺流程的第一步是从可靠的水源(如河流、湖泊或水库)引入水。

智慧水务管理系统英文设计方案

智慧水务管理系统英文设计方案

智慧水务管理系统英文设计方案Intelligent Water Management System Design Proposal1. IntroductionThe purpose of this design proposal is to outline the key features and functionalities of an intelligent water management system. The system aims to leverage advanced technologies, such as IoT, Artificial Intelligence, and Big Data, to enable efficient and effective water resource management. This proposal will cover the system architecture, key features, and benefits.2. System ArchitectureThe intelligent water management system will consist of three main components: data collection, data processing, and data visualization.2.1 Data CollectionThe data collection component will consist of sensors and IoT devices installed at various points in the water distribution network. These sensors will measure parameters such as flow rate, pressure, and quality of water. The collected data will be transmitted in real-time to a centralized cloud platform for further processing.2.2 Data ProcessingThe data processing component will consist of advanced algorithms and machine learning techniques. These algorithms will analyze the collected data to detect anomalies, predict water demand, and optimize water distribution. The processed data will be used to generate insights and recommendations for water management decision-making.2.3 Data VisualizationThe data visualization component will provide a user-friendly interface for stakeholders to access and understand the collected and processed data. It will include interactive dashboards, charts, and maps to present information about water consumption, leakage, and other relevant metrics. The visualization component will enable users to monitor the status of water resources and make informed decisions.3. Key FeaturesThe intelligent water management system will offer the following key features:3.1 Real-time MonitoringThe system will enable real-time monitoring of water consumption, flow rates, and quality. This willallow for the identification of leakage, burst pipes, and abnormal usage patterns.3.2 Predictive AnalyticsThe system will utilize machine learning algorithms to predict water demand based on historical data and external factors such as weather conditions. These predictions will help in optimizing water distribution and reducing wastage.3.3 Leak Detection and ManagementThe system will automatically detect and locate leaks in the water distribution network. It will notify maintenance teams and provide recommendations for repair, thus reducing water loss and associated costs.3.4 Water Quality MonitoringThe system will continuously monitor water quality parameters, such as pH levels and contaminants. It will alert the relevant authorities in case of any deviations from the desired standards, ensuring the delivery of safe drinking water.3.5 Demand Response ManagementThe system will enable demand response programs by providing real-time information to consumers about their water consumption patternsand incentivize them to reduce usage during peak demand periods.4. BenefitsThe implementation of the intelligent water management system will bring several benefits, including:4.1 Water ConservationBy detecting leaks, optimizing water distribution, and promoting water-saving practices, the system will help conserve water resources, leading to reduced water wastage and increased sustainability.4.2 Cost SavingThe system will help reduce operational costs associated with water loss, maintenance, and repair. It will also enable more accurate billing based on actual consumption, leading to fairer and more efficient revenue management.4.3 Improved Service DeliveryThe system will enable proactive maintenance and timely response to leaks and other issues, ensuring uninterrupted supply and improved service reliability for consumers.4.4 Enhanced Decision-makingThe system's data analytics capabilities will provide stakeholders with valuable insights and recommendations for effective water management and planning. This will enable evidence-based decision-making and resource allocation.5. ConclusionThe intelligent water management system outlined in this proposal offers a comprehensive solution for efficient and effective water resource management. By leveraging advanced technologies, it enables real-time monitoring, predictive analytics, and proactive maintenance. The system's implementation will bring benefits such as water conservation, cost saving, improved service delivery, and enhanced decision-making.。

漏损控制与模型应用

漏损控制与模型应用

Petr IngeduldNON-REVENUE WATER AND LEAKAGE MANAGEMENTSenior Project Manager, Urban Water Modeling, DHI Water Environment Health 城市水模拟高级项目经理未收益水量和漏损管理Why this presentation•Non-Revenue Water NRW is the key issue in most developing countries including but not limited to South Asia (e.g. Malaysia, China, Thailand, Vietnam, and India),Eastern and Central Europe including new EU members including Czech Republic, Slovakia, ex-Yugoslavia, Bulgaria, Romania as well as South Africa, South America.•未收益水量是目前许多发展中国家(如马来西亚、泰国、越南、印度等)所面临的重要问题。

另外,欧洲东部和中部(如捷克、斯洛伐克、前南斯拉夫、保加利亚、罗马尼亚、南非、南美)的国家也面临同样的问题。

•The World Bank recommends that NRW should be "less than 25% while in many Asian countries NRW is up to 60%.•世界银行组织建议未收益水量应该低于25%,但在许多亚洲国家未收益水量却超过了60%。

•Reducing high level of non revenue water helps also reducing energy (electricity) usage, reducing carbon emissions.•降低未收益水量有助于节能降耗。

给水管网可靠性评价研究进展

给水管网可靠性评价研究进展

给水管网可靠性评价研究进展陈盛达;李树平;姜晓东【摘要】给水管网可靠性研究对于保证城市供水安全性及服务水平有积极的意义.本文主要论述了配水管网不同的可靠性评价指标及多种配水系统可靠性分析方法,主要包括解析法、模拟法和代理指标法,并结合不同分析方法的计算复杂程度和适用性,对它们的优缺点做出了评价.【期刊名称】《城镇供水》【年(卷),期】2017(000)005【总页数】5页(P91-95)【关键词】配水管网;可靠性;评价指标【作者】陈盛达;李树平;姜晓东【作者单位】同济大学环境科学与工程学院,上海 200092;同济大学环境科学与工程学院,上海 200092;同济大学环境科学与工程学院,上海 200092【正文语种】中文供水管网是城市重要的基础设施,负责从水源向用户不间断地输送保质保量的水。

输配水管网系统是否完成其预定的设计目标,可以用可靠性作为衡量指标。

配水系统的可靠性通常定义为系统在不同的运行条件下,包括正常和故障状态下向客户供给合理水量的能力[1]。

而配水系统的可靠性通常依赖于系统中的众多参数,使得其定量分析存在较大的限制。

早期对供水管网可靠性的研究主要集中在拓扑结构连通性上[2~3],随着计算机和水力模拟器的发展和完善,部分学者开始利用模拟的手段描述实际配水管网故障发生的状况,并提出了分析水力可靠性的必要性[4~5]。

然而,实际管网中的运行状态受系统条件和配置等多种因素影响,计算传统的可靠性指标仍有很大的工作量[6],同时对管网的优化设计带来很大的不便,为了克服这个不足,很多学者开始提出不同形式的代理指标从而避免多次对管网做直接的水力分析[7~9],同时大大简化了管网多目标优化的流程,然而代理指标是否能完全代替配水管网的可靠性以及不同代理指标之间的性能优劣,至今仍存在较多的争论[10~11]。

本文主要论述了多种配水系统可靠性分析方法,主要包括解析法、模拟法和代理指标法,并结合不同分析方法的计算复杂程度和适用性,对它们的优缺点做出了评价,同时也比较了不同可靠性指标和优化算法模型特点和研究中的应用。

GE和新加坡国立大学签署共同投资1亿美元建立GE-NUS新加坡水技术中心

GE和新加坡国立大学签署共同投资1亿美元建立GE-NUS新加坡水技术中心

GE和新加坡国立大学签署共同投资1亿美元建立GE-NUS新加坡水技术中心的协议新加坡,2009年3月19日—隶属于GE能源集团的GE水处集团日前宣布其与新加坡国立大学(NUS)正式签署建立GE-NUS新加坡水技术中心的协议。

建立后的中心将位于新加坡国立大学校园内,该技术研发中心将致力于开发解决全球水资源匮乏的先进技术。

GE和新加坡国立大学共同1亿5千万新加坡元(1亿美元)建立GE-NUS新加坡水技术中心。

GE 的技术专家和工程师们将在该中心内开发新的解决方案以实现低能耗海水淡化,水资源回收和更高效的水回用解决方案。

该中心的成立将推动水处理行业的基础技术研究和创新成果产出。

同时,也将推动政府和行业间密切合作。

该技术中心及其先进的设备将于2009年年中全面投入使用。

GE-NUS新加坡水技术中心是GE全球技术开发战略的一项最新举措。

它将与位于中国上海的GE中国研发中心共同成为GE遍布全球水技术研发网络中的一部分。

该水技术中心将致力于应对全球最棘手的水资源挑战,包括减缓世界上许多地区所面临的水资源匮乏的情况。

当今全球有11亿人口缺乏安全的饮用水水源,预计到2025年水资源匮乏问题将会影响到全球28亿的人口。

工业企业正通过提高水资源利用的循环倍数来减缓工业领域内水资源的紧缺。

市政设施正越来越多地使用膜技术来生产饮用水并且寻求理想的解决方案将废水回用至工业领域。

“新加坡国立大学非常荣幸能与GE共同建立水技术研究中心。

凭借GE和新加坡国立大学的研发能力,我们能够为全球最棘手的环境问题提供解决方案并加强本校在水处理技术领域的教学研究。

”新加坡国立大学副校长 (科研和技术部) , Barry Halliwell表示。

“我们对GE选择新加坡作为其全球水技术研发的合作伙伴深感荣幸。

建立后的中心将是我们和GE 长期合作伙伴关系的缩影,同时也是新加坡作为全球水技术核心区域的标志。

我们希望GE能够在该研发中心内,继续凭借其领先的绿色创想技术实现更多的创新成果转化,包括以新加坡为示范基地来验证新一代的水处理技术。

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min f ( D1, ........., DNP) =
∑ C( k∈NP
Dk , Lk )
(1) (2) (3)
Subject to: ∑ Qin − ∑ Qout = Qe
∑ ∆H k k∈Loop l
= 0 , ∀l ∈NL
Lk β −1 Q |Q | , β γ k k C k Dk ∀k∈NP
WATER DISTRIBUTION NETWORK DESIGN USING THE SHUFFLED FROG LEAPING ALGORITHM
Muzaffar M. Eusuff and Kevin E. Lansey Graduate Research Assistant and Associate Professor, respectively, Dept. of Civil Engin. and Eng. Mech., The University of Arizona, Tucson, AZ, 85721. Phone: 520-621-2512, Fax: 520-621-2550, E-mail: lansey@ Introduction Water distribution networks are a significant investment. As such, a large volume of research has examined the pipe design/rehabilitation problem and is summarized in other papers (e.g., Savic and Walters (1997), Lansey (2000)). This paper focuses on the application of a new optimization method to the pipe sizing problem. In recent years, the researchers have attempted to exploit expanding computer power and combined new optimization techniques with hydraulic simulation software. The computer model in this work, SFLANET, is based upon the shuffled frog leaping algorithm (SFLA), a memetic algorithm (a kind of meta-heuristic). The optimization algorithm is linked to EPANET (Rossman 2000) via the EPANET Toolkit and can be used to design large, complex pipe network systems. Here results are shown for the New York City Tunnel problem. Problem Formulation In this paper, as in most literature work, water distribution network design is formulated as a least-cost optimization problem with pipe diameters as the decision variables. The objective is to minimize the cost of piping given the pipe layout and its connectivity, nodal demands, and minimum pressure head requirements. Mathematically the formulation is:
∆H k = H u / s node, k − H d / s node, k = ω
H tiN ≥ H tmin,iN , ∀iN ∈ NN , ∀t ∈T
D k ∈{D}, ∀k ∈ NP
Байду номын сангаас
(4) (5) (6)
where D1,.....,DNP are NP available discrete pipe diameters in the set of commercial pipe sizes {D} (eq. 6). C(Dk, Lk) is the cost of pipe k with diameter Dk and length Lk. Equation 2 is conservation of mass for each node where Qin and Qout are the flow into and away from the node, respectively, and Qe is the external inflow or demand at the node. Equation 3 is the conservation of energy around loop l where ∆Hk denotes the head loss in pipe k and NL is the total number of 1
Copyright ASCE 2004
Downloaded 10 Mar 2009 to 202.38.199.210. Redistribution subject to ASCE license or copyright; see
World Water Congress 2001
loops in the system. The head loss in each pipe is the head difference between connected nodes (equation 4). Equation 5 limits the nodal pressure H for any node iN (where total number of nodes is NN) during any period t (where number of time periods is T) to remain equal to or above a pre-specified minimum pressure Hmin. Shuffled frog leaping algorithm (SFLA): A Memetic Meta-heuristic Shuffled frog leaping algorithm (SFLA), a memetic meta-heuristic for combinatorial optimization has been developed recently by Eusuff and Lansey (2000). The algorithm is designed to seek a global optimal solution by performing an informed heuristic search using a heuristic function. It is based on evolution of memes carried by interactive individuals and a global exchange of information within the population. SFLA has been tested on several combinatorial problems and found to be very efficient. Memetic algorithms are population-based approaches for heuristic search in optimization problems. The term memetic comes from “meme” (Dawkins 1976). Memes can be considered as the unit of cultural evolution. Ideas evolve in a manner analogous to biological evolution. Here we introduce the term memeplex to denote a group of mutually supporting memes that form an organized belief system, such as a religion. The shuffled frog leaping algorithm progresses through the time loops in the form of memetic evolution. A meme (analogous to a gene in genetic algorithms) consists of a number of memotypes. A memotype carries information about the idea in a similar manner as a chromosome of a gene. The pool of memes is defined as a Virtual Population (VP). The Virtual Population is used in modeling the meme pool that holds a diverse set of frogs with different memes. One analogy for SFLA is a population of frogs searching for food. A second is a cultural population such as an earlier cultural who are developing an idea such as pottery. A set of ideas for making pottery are progressing concurrently within different groups of craftsmen. Each idea can be thought of as converging toward some local optimal for that approach. However, each year the craftsmen may come together and interact for some economic or cultural reason. At these meetings, ideas for constructing pottery are mixed between individuals. New groups are formed pursuing the best method for pottery making and move toward the optimal method for a combined approach. By combining ideas the search for the best pottery making technique is directed toward the global optimum. This cycle continues each year as the villages and craftsmen interact. For the local search SFLA uses the particle swarm optimization (PSO) (Eberhart and Kennedy 1995) in a formulation for discrete problems. Mixing of ideas is then accomplished after the local searchs progress for some number of iterations. This interaction is intended to lead to a global search and hopefully global optimum. The basis for shuffling of ideas was derived from the shuffled complex evolution (SCE) algorithm (Duan et al. 1992). Development of SFLANET This section describes the development of SFLANET, a computer model that applies SFLA in combination with the hydraulic simulation software, EPANET, and its library functions, EPANET Toolkit. A flow chart of the SFLANET algorithm is shown in Figure 1. Encoding – Decoding of a set of design solution Memotype(s), the actual contents of a meme are treated as the decision variables for the network design problem. Each memotype represents a pipe and they are encoded as a number 2
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