Cardinal coordinates of storage and customers with their demand.
Logistics as a science has its origins in the military area; the transportation of weapons, food, and men at the service was coordinated through it. With the passage of time, the concept began to be applied in the business field, and for a long period of time, the logistics function was considered as a habitual, operational, and necessary activity to take the products from the seller to the buyer [1]. A little later, starting in the 1950s, a cycle of growth and constant demand increase was experienced throughout the world, which caused the production and sales capacity to exceed the companies’ ability to distribute products. Thus, in those years, delivering orders on time became a problem due to poor compliance. Then, in 1980, the concept of response time was created, which is the union between the concept of physical distribution and material management; specialists realized that the faster the response time to the customer, the more the profitability of the company increased.
As the concepts were changing, the methods as well and the companies looked for ways to become efficient; in this way they expanded the activities related to logistics and determined that one of the heaviest items is transportation costs, representing on average, between 10% and 20% of the final cost of the product or service [2].
Although transport decisions are expressed in a variety of ways, the main ones are mode selection, route design, vehicle programming, and shipment consolidation [1]. In relation to the route design problem, the problem is commonly known as vehicle routing problem (VRP). Both the companies that own the transport service as part of their processes and the companies that provide the service seek to optimize resources within the route selection, since a good selection brings savings in time, resources such as fuel, maintenance of the fleet, salaries, and improvements, among others, in service indicators as a promise of product delivery.
The VRP can be considered as the natural extension of the TSP, in the sense that unlike the TSP, in the VRP we consider that the vehicles, or the agents in charge of providing a service to the nodes, have a limited capacity; therefore, most likely the entire route cannot be made through a single route, with a single vehicle that leaves and returns to the storage, traveling all the nodes, but to respect the restriction of the limited capacity of the vehicles so. In general, several routes are required, or what is the same, the solution of the VRP will be a set of Hamiltonian cycles that start from the deposit and such that each node is traveled only once.
The vehicle routing problem (VRP) consists in determining a set of routes for a fleet of vehicles that depart from one or more warehouses to meet the demand of several geographically dispersed customers [3].
The VRP objective is to meet the demand of the customers, optimizing some objective, which is generally the total cost involved in the routes, which is affected by the vehicular congestion of large cities, the high-energy consumption of cargo vehicles, and other factors.
Since the VRP problem is a generalization of the TSP, and knowing that the TSP is of the NP-hard problem class [4], it is concluded that the VRP is also a difficult problem of the NP-hard class.
The VRP model has many classifications by the different characteristics that can be included or considered in it. The most basic version is reflected with the CVRP capability (for the acronym of capacitated vehicle routing problem). The CVRP has the following assumptions:
The fleet of vehicles is homogeneous, that is to say all cargo vehicles have the same characteristics:
The demand is known in advance, that is, the quantity to be delivered for each client is known; this means that the demand is deterministic.
Each vehicle will carry the entire delivery to customers, prohibiting the distribution of fractional or partial loads that would later be completed by another vehicle.
All vehicles in the fleet have exactly the same load capacity.
The starting point of the vehicles is only one and is considered a central warehouse.
Vehicles have capacity restrictions that are known in advance.
Heuristics are simple processes that perform a limited space search and generate acceptable solutions in moderate calculation times; an important characteristic of these methods is that they are designed to solve a specific optimization problem, and in general they cannot be used to solve other optimization problems. A more advanced class are the so-called metaheuristics, which are considered more advanced methods than heuristics, in the sense that they guide their construction and, therefore, are general purpose [5].
There are many advantages, and also disadvantages, when using heuristic algorithm methods to solve optimization problems, as described [6] within the reasons to use heuristic methods which are as follows:
The problem is that no exact method for its resolution is known.
Although there is an exact method to solve the problem, its execution is computationally very expensive.
A heuristic method is more flexible than an exact method, that is, difficult modeling conditions can be incorporated.
The heuristic method is used as part of a global process that certifies an optimal solution. There are two possibilities:
The heuristic method provides a good initial starting solution.
The heuristic method participates in an intermediate step of the procedure, such as the selection rules of the variable to enter the base in the simplex method.
There are several types of heuristic methods to solve the VRP, which are addressed extensively in Braekers et al. [3], trying to generate broad, nonexclusive categories, where the best-known heuristics are located to solve this problem; among them one of the most used and popular algorithms is the one of Clarke & Wright, and that has had contributions from different authors [7].
This algorithm is based on successively combining subtours until a Hamiltonian cycle is obtained, of which the subtours have a common node or vertex called base or initial.
The method can be described as follows:
Having a solution of two different routes
The distance savings obtained by the union is
In Eq. (1)
An initial solution is started in this algorithm, and the unions that give greater savings are made as long as they do not violate the restrictions of the problem.
When the maximum saving is negative, the combinations of the routes will increase the distance traveled, but the amount of routes in the solution will decrease; depending on the characteristics of each problem, this can generate circular or radial routes that can be avoided by placing a reference value
In Eq. (2)
Step 1: With the coordinates of each client or city, prepare the distance matrix.
Step 2: Calculate the
Step 3: For each client or city
Step 4: Order savings from highest to lowest.
Step 5: Starting with the greatest savings, join the corresponding nodes, so that
A company wants to solve the problem of routing and design of the fleet of its product
Cardinal coordinates of storage and customers with their demand.
There are details in the Cartesian coordinates of the warehouse and each customer with the demand, while in Figure 1, the position of each customer and the warehouse is shown.
Customer and warehouse positioning.
Step 1: The matrix of Euclidean distances between each pair of nodes is calculated: Table 2 shows the distance matrix between all customers along with the warehouse. This matrix is symmetrical, that is, it has the same distance to go from client
Cij | whs | c1 | c2 | c3 | c4 | c5 | c6 | c7 | c8 | c9 | c10 |
---|---|---|---|---|---|---|---|---|---|---|---|
whs | — | 25.46 | 19.80 | 19.65 | 7.07 | 25.00 | 15.81 | 23.60 | 29.15 | 24.19 | 11.05 |
c1 | 25.46 | — | 5.66 | 23.02 | 26.42 | 33.06 | 40.22 | 37.22 | 54.20 | 6.71 | 33.62 |
c2 | 19.80 | 5.66 | — | 19.65 | 21.02 | 29.61 | 34.67 | 33.00 | 48.60 | 7.28 | 28.18 |
c3 | 19.65 | 23.02 | 19.65 | — | 26.00 | 42.20 | 34.00 | 14.87 | 39.45 | 17.12 | 18.97 |
c4 | 7.07 | 26.42 | 21.02 | 26.00 | — | 18.03 | 14.14 | 30.61 | 31.62 | 26.93 | 17.09 |
c5 | 25.00 | 33.06 | 29.61 | 42.20 | 18.03 | — | 25.00 | 48.60 | 45.00 | 36.88 | 34.89 |
c6 | 15.81 | 40.22 | 34.67 | 34.00 | 14.14 | 25.00 | — | 32.20 | 20.00 | 39.81 | 17.09 |
c7 | 23.60 | 37.22 | 33.00 | 14.87 | 30.61 | 48.60 | 32.20 | — | 29.61 | 31.78 | 15.26 |
c8 | 29.15 | 54.20 | 48.60 | 39.45 | 31.62 | 45.00 | 20.00 | 29.61 | — | 51.62 | 21.26 |
c9 | 24.19 | 6.71 | 7.28 | 17.12 | 26.93 | 36.88 | 39.81 | 31.78 | 51.62 | — | 30.48 |
c10 | 11.05 | 33.62 | 28.18 | 18.97 | 17.09 | 34.89 | 17.09 | 15.26 | 21.26 | 30.48 | — |
Distance matrix.
Step 2: Once the distance matrix is obtained, the savings are calculated. For the savings matrix, no row or column is placed for the warehouse.
For example, the savings between customer 1 and customer 2 is
In Table 3 all the savings are shown; in the same way the matrix is symmetric.
Sij | c1 | c2 | c3 | c4 | c5 | c6 | c7 | c8 | c9 | c10 |
---|---|---|---|---|---|---|---|---|---|---|
c1 | — | 39.60 | 22.08 | 6.11 | 17.40 | 1.04 | 11.84 | 0.41 | 42.93 | 2.89 |
c2 | — | 19.80 | 5.85 | 15.18 | 0.94 | 10.40 | 0.35 | 36.71 | 2.67 | |
c3 | — | 0.72 | 2.44 | 1.46 | 28.38 | 9.36 | 26.72 | 11.72 | ||
c4 | — | 14.04 | 8.74 | 0.06 | 4.60 | 4.33 | 1.03 | |||
c5 | — | 15.81 | 0.00 | 9.15 | 12.31 | 1.16 | ||||
c6 | — | 7.21 | 24.97 | 0.19 | 9.77 | |||||
c7 | — | 23.14 | 16.01 | 19.38 | ||||||
c8 | — | 1.72 | 18.94 | |||||||
c9 | — | 4.75 | ||||||||
c10 | — |
Savings matrix.
Step 3: The route
Clarke & Wright heuristics step 1 route development 0i0.
Step 4: Savings are organized from the highest to lowest.
In the list of savings to choose, only the savings that can be chosen are considered.
When the list is prepared with all the savings, those savings that one or both clients have already considered in a previous route are discarded.
Step 5: To assemble the routes, the restrictions are considered; for this example the only restriction is the capacity of the truck that does not exceed 100 units of the product
For the first route, the highest savings are chosen and placed in the form
The composition of the routes is displayed step by step in Figure 3, and the complete route diagram is shown in Figure 4. Below is the composition of the routes with the demands.
Route 1: whs, c1, c9, whs | Route demand 1: 17 + 14 = 31 |
Route 1: whs, c2, c1, c9, whs | Route demand 1: 31 + 25 = 56 |
Route 2: whs, c3, c7, whs | Route demand 2: 10 + 28 = 38 |
Route 1: whs, c2, c1, c9, c3, c7, whs | Route demand 1: 56 + 38 = 94 |
Route 2: whs, c6, c8, whs | Route demand 2: 15 + 36 = 51 |
Route 2: whs, c6, c8, c10, whs | Route demand 2: 51 + 24 = 75 |
Route 2: whs, c5, c6, c8, c10, whs | Route demand 2: 75 + 20 = 95 |
Route 3: whs, c4, whs | Route demand 3: 29 |
Step by step: routing of Clarke & Wright heuristics.
Final routes by Clarke & Wright algorithm.
Consequently, Clarke & Wright algorithm determines a solution for the routing problem in which the distance traveled is 204.20 units in length.
Sweep heuristics are the best-known method of assigning first, routing later.
This method is solved in two phases. First, groups of customers called clusters are created considering the capacity constraints of the vehicles, and second for each cluster, a route is generated that visits all customers.
In sweep heuristic, clusters are created by turning a half-straight in the central tank from the horizontal counterclockwise; after that the customers are incorporated into the mentioned group until the maximum capacity restriction of the vehicles is met.
This heuristic is used to find solutions to geographical problems, that is to say in which the nodes or vertices correspond to a point in the plane. It is assumed that the location of each client
Step 1: Prepare the table of the location of the nodes in polar coordinates.
Step 2: Customers or cities are sorted in ascending order by
Step 3: If all clients or cities are in a cluster, go to step 4. Otherwise, a client or city is selected;
Step 4: For each cluster
Step 5: Return to step 2 to reorder customers where the first becomes the last, the second the first, and so on until the original sorting. For each change, steps 3 and 4 are performed again, and the best of the solutions obtained is taken.
We will take the example of the savings algorithm.
Step 1: Formula (5) is used to obtain the polar coordinate table, where
c1 | 25.46 | −2.36 |
c2 | 19.80 | −2.36 |
c3 | 19.65 | 2.88 |
c4 | 7.07 | −0.79 |
c5 | 25.00 | −0.93 |
c6 | 15.81 | 0.32 |
c7 | 23.60 | 2.21 |
c8 | 29.15 | 1.03 |
c9 | 24.19 | −2.62 |
c10 | 11.05 | 1.66 |
Polar coordinates for each
Node location.
Step 2: It is sorted by
c9 | 24.19 | −2.62 |
c2 | 19.80 | −2.36 |
c1 | 25.46 | −2.36 |
c5 | 25.00 | −0.93 |
c4 | 7.07 | −0.79 |
c6 | 15.81 | 0.32 |
c8 | 29.15 | 1.03 |
c10 | 11.05 | 1.66 |
c7 | 23.60 | 2.21 |
c3 | 19.65 | 2.88 |
Ascending ordering of customers.
Step 3: To elaborate the routes, it is done in two phases, the first one where the clients are grouped by the sweep method and the second one where a TSP is resolved (step 4).
For the sweep method, the angles from the smallest to the largest are chosen, and it moves counterclockwise.
As can be seen in Table 5, customers are already sorted in ascending order by their angular polar coordinate, and customers are chosen until they fail to comply with the capacity restriction of the truck that is 100 units of product
Route 1: whs, c9, c2, c1, c5, whs | Route demand 1: 14+25+17+20 = 76 |
Route 2: whs, c4, c6, c8, whs | Route demand 2: 29+15+36 = 80 |
Route 3: whs, c10, c7, c3, whs | Route demand 3: 24+28+10 = 62 |
In Figure 6, the sweeps are visualized starting with client 9 that has the greatest angle, thus grouping them in zones in this case by colors and within each one for their best distance. The sweep groups customers do not violate the restriction of the truck.
First phase of sweep heuristics, grouping.
In Figure 7, the solution is shown with three routes before the TSP is applied.
First phase of sweep heuristics, solution with three routes.
Step 4: In the second phase to each route already generated in the first, it is resolved by TSP, for this case with the nearest node.
The routes are as follows:
Route 1: whs, c9, c1, c2, c5, whs | Route demand 1: 14+17+25+20 = 76 |
Route 2: whs, c4, c6, c8, whs | Route demand 2: 29+15+36 = 80 |
Route 3: whs, c10, c7, c3, whs | Route demand 3: 24+28+10 = 62 |
Thus, the sweep algorithm has a local solution for the routing problem in which the distance traveled is 222.36 units in length.
In Figure 8, the route diagram is displayed.
Routes by sweep algorithm.
Step 5: Repeat step 2 where the customers already ordered from Table 5, continue to rotate the position until the first returns to be first, and for each rotation, steps 3 and 4 are performed, and after all iterations, the best is selected.
Below is the iteration that had the best result. Table 6 shows the fifth iteration of nine where you start with client six (Figure 9).
ri | θi | |
---|---|---|
c6 | 15.81 | 0.32 |
c8 | 29.15 | 1.03 |
c10 | 11.05 | 1.66 |
c7 | 23.60 | 2.21 |
c3 | 19.65 | 2.88 |
c9 | 24.19 | −2.62 |
c1 | 25.46 | −2.36 |
c2 | 19.80 | −2.36 |
c5 | 25.00 | −0.93 |
c4 | 7.07 | −0.79 |
Customer ordering—fifth iteration.
First phase of sweep heuristics, grouping—fifth iteration.
After performing step 3 in Figure 10, the grouping of customers is appreciated to not violate the restriction of the truck’s capacity.
Routes by sweep algorithm—fifth iteration.
In step 4, each grouping is resolved with a TSP, and the following routes are obtained:
Route 1: whs, c6, c8, c10, whs | Route demand 1: 15+36+24 = 75 |
Route 2: whs, c7, c3, c9, c1, c2, whs | Route demand 2: 28+10+14+25+17 = 94 |
Route 3: whs, c5, c4, whs | Route demand 3: 20+29 = 49 |
In Figure 10, the diagram of the routes of the fifth iteration is displayed, which obtained the best response.
The sweep algorithm determines a solution for the routing problem in which the distance traveled is 205.96 units in length, that is, a solution of lower quality than that obtained by the Clarke & Wright algorithm with 204.20 units in length.
The term metaheuristics first appeared in the seminal article about taboo search (Glover, 1987). The term metaheuristics is obtained by putting the suffix “meta” before the word heuristic, which means “beyond” or “at a higher level.”
Metaheuristics are generic procedures that, through approximate algorithms, guide a subordinate heuristic by combining the exploration of the solution space for optimization problems, obtaining better results than classical heuristics in a longer period; however, this time is less than if the exact methods are used.
Metaheuristics that have been considered for this comparative study are shown below, which correspond to constructive and local search procedures [6].
GRASP methods had their origins at the end of the 1980s in order to find a solution to problems of joint coverings, and in 1995 by Feo and Resende, this metaheuristic is of general purpose [8].
The word GRASP comes from the acronym of greedy randomized adaptive search procedures that would be something like search procedures based on voracious adaptive random functions.
GRASP has a multistart process in which each step has a construction and an improvement phase. In the construction phase, the constructive heuristic process obtains a good initial solution, which is improved in the second phase by a local search algorithm. The best of all solutions examined is saved as the final result.
There are many implementations of GRASP metaheuristics, including variants and hybridizations with other procedures such as variable neighborhood search or path relinking, with which this metaheuristic has proven to work very well in practice as demonstrated in Marti and Sandoya [9]. A simple scheme to represent the operation of this algorithm is as follows:
While (stop condition)
Construction phase:
Choose a list of candidate elements.
Have a restricted list with the best candidates.
Select an item randomly from the restricted list.
Improvement phase:
Perform a local search process based on the solution built until it can no longer be improved.
Update:
If the solution obtained improves to the best stored, update it.
In the construction phase, a possible solution is built iteratively, considering an element in each step. In each iteration the choice of the next element to be added to the partial solution is determined by a greedy function, which examines the benefit of adding each of the elements according to the objective function and choosing the best one.
This metaheuristic works with a restricted list of the best candidates, which makes the best candidate randomly selected for each iteration of the construction phase.
In the improvement phase, the results that are obtained from the construction phase are not usually local optimal; therefore, a local search procedure is applied as post-processing to perfect the solution obtained.
Performing several iterations is a way of sampling the solution space.
The simulated annealing metaheuristics was introduced in the 1950s by Metropolis Hastings to be used in the field of statistical thermodynamics simulating cooling processes of a material.
In 1983 the method was refocused to solve combinatorial optimization problems of great complexity by Scott Kirkpatrick, C. Daniel Gelatt and Mario P. Vecchi, and independently in 1985 by Vlado Cerny. For its implementation ease, this metaheuristic had a great boom in the 1980s.
Simulated annealing has its procedure based on local search by environments that is characterized by an acceptance criterion of neighboring solutions that are adapted throughout its execution.
A temperature variable is used,
In each iteration a specific number of neighbors is generated, which can be fixed for the entire execution or depend on each iteration.
Each time a neighbor is generated, the acceptance criterion is applied to see if it replaces the current solution:
If the neighboring solution is better than the current one, it is automatically accepted, as it would be done in the classic local search.
If the neighboring solution is worse than the current one, there is still a chance that the neighbor will replace the current solution. This allows the algorithm to exit from local optimum, in which the classic local search would be trapped.
This model is given by the following structure:
Take an initial solution
Take an initial temperature
While (not frozen)
Perform
Take
d = f(x′) – f(x)
If
If
Take action of the cooling mechanism
The following parameters are determined:
Initial temperature: it is established by doing a series of tests to reach a certain fraction of accepted movements.
Cooling speed
Length
When the cooling sequence ends, it is frozen
The cases to be evaluated are divided into three groups classified by the type of client with 10 examples each. Next, some tables will be presented, which have the name of instance, the truck’s capacity in column
Clustered clients, as shown in Table 7, belong to the Augerat B set in 1995 [10] and specify that the coordinates are points between [0,100] × [0,100] in the grid that are chosen to form neighborhood groups (NC) closest, where
Random clients, as shown in Table 8, belong to the Augerat set A in 1995 and specify that the coordinates are points between [0,100] × [0,100] placed randomly. The demands have a uniform distribution
Clustered and random clients, as shown in Table 9, belong to the Augerat set X in 1995 and specify that the coordinates are points between [0,1000] x [0,1000] that are grouped and placed randomly, where
Instances | Cap | n | k | Opt | |
---|---|---|---|---|---|
Clustered | B-n31-k5 | 100 | 30 | 5 | 672 |
B-n34-k5 | 100 | 33 | 5 | 788 | |
B-n35-k5 | 100 | 34 | 5 | 955 | |
B-n38-k6 | 100 | 37 | 6 | 805 | |
B-n39-k5 | 100 | 38 | 5 | 549 | |
B-n41-k6 | 100 | 40 | 6 | 829 | |
B-n43-k6 | 100 | 42 | 6 | 742 | |
B-n44-k7 | 100 | 43 | 7 | 909 | |
B-n45-k5 | 100 | 44 | 5 | 751 | |
B-n45-k6 | 100 | 44 | 6 | 678 |
Instances of set B.
Instances | Cap | n | k | Opt | |
---|---|---|---|---|---|
Random | A-n32-k5 | 100 | 31 | 5 | 784 |
A-n33-k6 | 100 | 32 | 6 | 742 | |
A-n34-k5 | 100 | 33 | 5 | 778 | |
A-n36-k5 | 100 | 35 | 5 | 799 | |
A-n37-k5 | 100 | 36 | 5 | 669 | |
A-n37-k6 | 100 | 36 | 6 | 949 | |
A-n38-k5 | 100 | 37 | 5 | 730 | |
A-n39-k5 | 100 | 38 | 5 | 822 | |
A-n39-k6 | 100 | 38 | 6 | 831 | |
A-n44-k6 | 100 | 43 | 6 | 937 |
Instances of set A.
Instances | Cap | n | k | Opt | |
---|---|---|---|---|---|
Clustered and random | X-n101-k25 | 206 | 100 | 25 | 27,591 |
X-n106-k14 | 600 | 105 | 14 | 26,362 | |
X-n110-k13 | 66 | 109 | 13 | 14,971 | |
X-n115-k10 | 169 | 114 | 10 | 12,747 | |
X-n120-k6 | 21 | 119 | 6 | 13,332 | |
X-n125-k30 | 188 | 124 | 30 | 55,539 | |
X-n129-k18 | 39 | 128 | 18 | 28,940 | |
X-n134-k13 | 643 | 133 | 13 | 10,916 | |
X-n139-k10 | 106 | 138 | 10 | 13,590 | |
X-n143-k7 | 1190 | 142 | 7 | 15,700 |
Instances of set X.
The results for the 30 selected test cases are shown below, applying the heuristics and metaheuristics studied in Chapter 3 and 4 to know which one has a response that is closer or equal to the optimum by group of client positioning.
To define which has a better quality solution, the gap analysis or difference analysis is used, which consists in calculating the difference between the optimal solution and the solution obtained, divided for the solution obtained and expressed as a percentage.
The solution of the real case is also presented through the heuristics and metaheuristics that offer the best solution given the characteristic of the clients’ positions.
Clarke & Wright heuristics have better quality solutions, solving problems where customers with a small
Table 10 shows that for the group of clients with gathered positions, the gap is 3.63%; for the positions of random clients, the gap is 5.18%; and in less effective way for customers with grouped and random positions, it has a gap of 6.55%.
Data | Clarke & Wright | |||||||
---|---|---|---|---|---|---|---|---|
Instances | Cap | n | k | Opt | k | Result | Gap (%) | |
Clustered | B-n31-k5 | 100 | 30 | 5 | 672 | 5 | 681.20 | 1.37 |
B-n34-k5 | 100 | 33 | 5 | 788 | 5 | 794.30 | 0.80 | |
B-n35-k5 | 100 | 34 | 5 | 955 | 5 | 978.30 | 2.44 | |
B-n38-k6 | 100 | 37 | 6 | 805 | 6 | 832.10 | 3.37 | |
B-n39-k5 | 100 | 38 | 5 | 549 | 5 | 566.70 | 3.22 | |
B-n41-k6 | 100 | 40 | 6 | 829 | 7 | 898.10 | 8.34 | |
B-n43-k6 | 100 | 42 | 6 | 742 | 6 | 782.00 | 5.39 | |
B-n44-k7 | 100 | 43 | 7 | 909 | 7 | 937.70 | 3.16 | |
B-n45-k5 | 100 | 44 | 5 | 751 | 5 | 757.20 | 0.83 | |
B-n45-k6 | 100 | 44 | 6 | 678 | 7 | 727.80 | 7.35 | |
Average | 3.63 | |||||||
Random | A-n32-k5 | 100 | 31 | 5 | 784 | 5 | 843.70 | 7.61 |
A-n33-k6 | 100 | 32 | 6 | 742 | 7 | 776.30 | 4.62 | |
A-n34-k5 | 100 | 33 | 5 | 778 | 6 | 810.40 | 4.16 | |
A-n36-k5 | 100 | 35 | 5 | 799 | 5 | 828.50 | 3.69 | |
A-n37-k5 | 100 | 36 | 5 | 669 | 5 | 707.80 | 5.80 | |
A-n37-k6 | 100 | 36 | 6 | 949 | 6 | 976.60 | 2.91 | |
A-n38-k5 | 100 | 37 | 5 | 730 | 6 | 768.10 | 5.22 | |
A-n39-k5 | 100 | 38 | 5 | 822 | 5 | 902.00 | 9.73 | |
A-n39-k6 | 100 | 38 | 6 | 831 | 6 | 863.10 | 3.86 | |
A-n44-k6 | 100 | 43 | 6 | 937 | 7 | 976.00 | 4.16 | |
Average | 5.18 | |||||||
Clustered and random | X-n101-k25 | 206 | 100 | 25 | 27,591 | 28 | 28940.00 | 4.89 |
X-n106-k14 | 600 | 105 | 14 | 26,362 | 14 | 27280.00 | 3.48 | |
X-n110-k13 | 66 | 109 | 13 | 14,971 | 13 | 15870.00 | 6.00 | |
X-n115-k10 | 169 | 114 | 10 | 12,747 | 11 | 13490.00 | 5.83 | |
X-n120-k6 | 21 | 119 | 6 | 13,332 | 6 | 14540.00 | 9.06 | |
X-n125-k30 | 188 | 124 | 30 | 55,539 | 33 | 58830.00 | 5.93 | |
X-n129-k18 | 39 | 128 | 18 | 28,940 | 18 | 30300.00 | 4.70 | |
X-n134-k13 | 643 | 133 | 13 | 10,916 | 14 | 11520.00 | 5.53 | |
X-n139-k10 | 106 | 138 | 10 | 13,590 | 11 | 14530.00 | 6.92 | |
X-n143-k7 | 1190 | 142 | 7 | 15,700 | 7 | 17770.00 | 13.18 | |
Average | 6.55 |
Clarke & Wright heuristics results.
It also compares the number of vehicles
Sweep heuristics are more effective in solving problems where customers with a small
Table 11 shows that for the group of customers with grouped positions, the gap is 8.68%; for random customer positions; the gap is 8.85%; and in a less effective way for customers with grouped and random positions, it has a gap of 17.00%.
Customers | Minimum gap (%) | Maximum gap (%) | Average gap (%) |
---|---|---|---|
Clustered | 0.80 | 8.34 | 3.63 |
Random | 2.91 | 9.73 | 5.18 |
Clustered and random | 3.48 | 13.18 | 6.55 |
Clarke & Wright heuristic gaps comparison.
It also compares the number of vehicle numbers
In each group of clients, the sweep heuristic obtained better answers than the Clarke & Wright heuristics with 30% in the group of clients with a grouped position, 30% in the group of clients with a random position, and 20% in the group of clients with grouped and random position. In other words, Clarke & Wright heuristics are superior with 70% in the first two groups of clients and with 80% in the last group of clients.
A comparison among the values of the Distance traveled in the solution found by the heuristic, the optimal solution and the GAP for each one of the considered test instances is shown in Table 12.
Data | Sweep | |||||||
---|---|---|---|---|---|---|---|---|
Instances | Cap | n | k | Opt | k | Result | Gap (%) | |
Clustered | B-n31-k5 | 100 | 30 | 5 | 672 | 5 | 696.69 | 3.67 |
B-n34-k5 | 100 | 33 | 5 | 788 | 5 | 889.51 | 12.88 | |
B-n35-k5 | 100 | 34 | 5 | 955 | 5 | 966.93 | 1.25 | |
B-n38-k6 | 100 | 37 | 6 | 805 | 6 | 838.99 | 4.22 | |
B-n39-k5 | 100 | 38 | 5 | 549 | 5 | 613.45 | 11.74 | |
B-n41-k6 | 100 | 40 | 6 | 829 | 6 | 884.53 | 6.70 | |
B-n43-k6 | 100 | 42 | 6 | 742 | 6 | 750.92 | 1.20 | |
B-n44-k7 | 100 | 43 | 7 | 909 | 7 | 1137.46 | 25.13 | |
B-n45-k5 | 100 | 44 | 5 | 751 | 5 | 836.08 | 11.33 | |
B-n45-k6 | 100 | 44 | 6 | 678 | 7 | 736.62 | 8.65 | |
Average | 8.68 | |||||||
Random | A-n32-k5 | 100 | 31 | 5 | 784 | 5 | 885.04 | 12.89 |
A-n33-k6 | 100 | 32 | 6 | 742 | 6 | 751.65 | 1.30 | |
A-n34-k5 | 100 | 33 | 5 | 778 | 5 | 786.44 | 1.08 | |
A-n36-k5 | 100 | 35 | 5 | 799 | 5 | 862.71 | 7.97 | |
A-n37-k5 | 100 | 36 | 5 | 669 | 5 | 736.35 | 10.07 | |
A-n37-k6 | 100 | 36 | 6 | 949 | 7 | 1087.46 | 14.59 | |
A-n38-k5 | 100 | 37 | 5 | 730 | 6 | 818.46 | 12.12 | |
A-n39-k5 | 100 | 38 | 5 | 822 | 5 | 882.53 | 7.36 | |
A-n39-k6 | 100 | 38 | 6 | 831 | 6 | 900.14 | 8.32 | |
A-n44-k6 | 100 | 43 | 6 | 937 | 6 | 1056.84 | 12.79 | |
Average | 8.85 | |||||||
Clustered and random | X-n101-k25 | 206 | 100 | 25 | 27,591 | 30 | 34368.50 | 24.56 |
X-n106-k14 | 600 | 105 | 14 | 26,362 | 14 | 30035.90 | 13.94 | |
X-n110-k13 | 66 | 109 | 13 | 14,971 | 13 | 15769.30 | 5.33 | |
X-n115-k10 | 169 | 114 | 10 | 12,747 | 11 | 14894.20 | 16.84 | |
X-n120-k6 | 21 | 119 | 6 | 13,332 | 6 | 14495.40 | 8.73 | |
X-n125-k30 | 188 | 124 | 30 | 55,539 | 36 | 69342.40 | 24.85 | |
X-n129-k18 | 39 | 128 | 18 | 28,940 | 19 | 36941.80 | 27.65 | |
X-n134-k13 | 643 | 133 | 13 | 10,916 | 14 | 13835.90 | 26.75 | |
X-n139-k10 | 106 | 138 | 10 | 13,590 | 11 | 14850.90 | 9.28 | |
X-n143-k7 | 1190 | 142 | 7 | 15,700 | 7 | 17593.50 | 12.06 | |
Average | 17.00 |
Sweep heuristic results.
On the other hand, Table 13 shows a summary of the minimum, maximum and average gap for each of the three classes of problems considered: Clustered, Random and Clustered, and Random.
Customers | Minimum gap (%) | Maximum gap (%) | Average gap (%) |
---|---|---|---|
Clustered | 1.20 | 25.13 | 8.68 |
Random | 1.08 | 14.59 | 8.85 |
Clustered and random | 5.33 | 27.65 | 17.00 |
Sweep heuristic gap comparison.
The GRASP metaheuristics are based on a previous solution for which Clarke & Wright heuristic responses were selected since their responses are of better quality than the sweep heuristics.
The following parameters were considered for its implementation:
α = 0.5
Number of iterations = 10,000
GRASP’s metaheuristics are more effective in solving problems where customers with a small
Table 14 shows that for the clients with grouped positions; the gap is 3.09%; for the positions of random clients, the gap is 4.38%; and less effectively for customers with grouped and random positions, it has a gap of 5.97%.
Data | Grasp | |||||||
---|---|---|---|---|---|---|---|---|
Instances | cap | n | k | Opt | k | Result | Gap (%) | |
Clustered | B-n31-k5 | 100 | 30 | 5 | 672 | 5 | 679.05 | 1.05 |
B-n34-k5 | 100 | 33 | 5 | 788 | 5 | 788.00 | 0.00 | |
B-n35-k5 | 100 | 34 | 5 | 955 | 5 | 968.85 | 1.45 | |
B-n38-k6 | 100 | 37 | 6 | 805 | 6 | 830.45 | 3.16 | |
B-n39-k5 | 100 | 38 | 5 | 549 | 5 | 564.85 | 2.89 | |
B-n41-k6 | 100 | 40 | 6 | 829 | 7 | 897.24 | 8.23 | |
B-n43-k6 | 100 | 42 | 6 | 742 | 6 | 777.98 | 4.85 | |
B-n44-k7 | 100 | 43 | 7 | 909 | 7 | 932.36 | 2.57 | |
B-n45-k5 | 100 | 44 | 5 | 751 | 5 | 755.23 | 0.56 | |
B-n45-k6 | 100 | 44 | 6 | 678 | 7 | 719.80 | 6.17 | |
Average | 3.09 | |||||||
Random | A-n32-k5 | 100 | 31 | 5 | 784 | 5 | 830.67 | 5.95 |
A-n33-k6 | 100 | 32 | 6 | 742 | 7 | 776.02 | 4.58 | |
A-n34-k5 | 100 | 33 | 5 | 778 | 6 | 809.38 | 4.03 | |
A-n36-k5 | 100 | 35 | 5 | 799 | 5 | 823.20 | 3.03 | |
A-n37-k5 | 100 | 36 | 5 | 669 | 5 | 695.42 | 3.95 | |
A-n37-k6 | 100 | 36 | 6 | 949 | 6 | 976.61 | 2.91 | |
A-n38-k5 | 100 | 37 | 5 | 730 | 6 | 765.87 | 4.91 | |
A-n39-k5 | 100 | 38 | 5 | 822 | 5 | 901.99 | 9.73 | |
A-n39-k6 | 100 | 38 | 6 | 831 | 6 | 856.93 | 3.12 | |
A-n44-k6 | 100 | 43 | 6 | 937 | 7 | 951.73 | 1.57 | |
Average | 4.38 | |||||||
Clustered and random | X-n101-k25 | 206 | 100 | 25 | 27,591 | 28 | 28891.90 | 4.71 |
X-n106-k14 | 600 | 105 | 14 | 26,362 | 14 | 27199.80 | 3.18 | |
X-n110-k13 | 66 | 109 | 13 | 14,971 | 13 | 15847.90 | 5.86 | |
X-n115-k10 | 169 | 114 | 10 | 12,747 | 11 | 13436.60 | 5.41 | |
X-n120-k6 | 21 | 119 | 6 | 13,332 | 6 | 14192.90 | 6.46 | |
X-n125-k30 | 188 | 124 | 30 | 55,539 | 33 | 58809.10 | 5.89 | |
X-n129-k18 | 39 | 128 | 18 | 28,940 | 18 | 30298.40 | 4.69 | |
X-n134-k13 | 643 | 133 | 13 | 10,916 | 14 | 11492.20 | 5.28 | |
X-n139-k10 | 106 | 138 | 10 | 13,590 | 11 | 14521.10 | 6.85 | |
X-n143-k7 | 1190 | 142 | 7 | 15,700 | 7 | 17491.80 | 11.41 | |
Average | 5.97 |
GRASP metaheuristic results.
On average metaheuristic GRASP based is better than Clarke & Wright heuristics by 0.53%, 0.77%, and 0.38% in the solutions of the positions of the grouped, random, and grouped and random clients, the group of clients with random positions being those that obtained a greater improvement in the quality of the solutions.
The simulated annealing metaheuristics start from a previous solution for which Clarke & Wright heuristic responses were selected since their responses are of better quality than the sweep heuristics.
The following parameters were considered for its implementation:
Current temperature = 250
Final temperature = 10
Cooling coefficient = 0.8
Number of iterations = 10,000
The simulated annealing metaheuristic is more effective in solving problems where customers with a small
Table 15 and 17 shows that for clients with grouped positions, the gap is 3.13%; for the positions of random clients, the gap is 4.41%; and less effectively for clients with grouped and random positions, it has a gap of 6.26%.
Data | Simulated annealing | |||||||
---|---|---|---|---|---|---|---|---|
Instances | Cap | n | k | Opt | k | Result | Gap (%) | |
Clustered | B-n31-k5 | 100 | 30 | 5 | 672 | 5 | 681.20 | 1.37 |
B-n34-k5 | 100 | 33 | 5 | 788 | 5 | 793.20 | 0.66 | |
B-n35-k5 | 100 | 34 | 5 | 955 | 5 | 959.50 | 0.47 | |
B-n38-k6 | 100 | 37 | 6 | 805 | 6 | 819.50 | 1.80 | |
B-n39-k5 | 100 | 38 | 5 | 549 | 5 | 565.00 | 2.91 | |
B-n41-k6 | 100 | 40 | 6 | 829 | 7 | 897.00 | 8.20 | |
B-n43-k6 | 100 | 42 | 6 | 742 | 6 | 778.60 | 4.93 | |
B-n44-k7 | 100 | 43 | 7 | 909 | 7 | 937.30 | 3.11 | |
B-n45-k5 | 100 | 44 | 5 | 751 | 5 | 756.20 | 0.69 | |
B-n45-k6 | 100 | 44 | 6 | 678 | 7 | 726.16 | 7.10 | |
Average | 3.13 | |||||||
Random | A-n32-k5 | 100 | 31 | 5 | 784 | 5 | 830.70 | 5.96 |
A-n33-k6 | 100 | 32 | 6 | 742 | 7 | 776.30 | 4.62 | |
A-n34-k5 | 100 | 33 | 5 | 778 | 6 | 810.40 | 4.16 | |
A-n36-k5 | 100 | 35 | 5 | 799 | 5 | 828.50 | 3.69 | |
A-n37-k5 | 100 | 36 | 5 | 669 | 5 | 695.00 | 3.89 | |
A-n37-k6 | 100 | 36 | 6 | 949 | 6 | 976.60 | 2.91 | |
A-n38-k5 | 100 | 37 | 5 | 730 | 6 | 762.00 | 4.38 | |
A-n39-k5 | 100 | 38 | 5 | 822 | 5 | 888.60 | 8.10 | |
A-n39-k6 | 100 | 38 | 6 | 831 | 6 | 856.90 | 3.12 | |
A-n44-k6 | 100 | 43 | 6 | 937 | 7 | 967.60 | 3.27 | |
Average | 4.41 | |||||||
Clustered and random | X-n101-k25 | 206 | 100 | 25 | 27,591 | 28 | 28850.00 | 4.56 |
X-n106-k14 | 600 | 105 | 14 | 26,362 | 14 | 27240.00 | 3.33 | |
X-n110-k13 | 66 | 109 | 13 | 14,971 | 13 | 15790.00 | 5.47 | |
X-n115-k10 | 169 | 114 | 10 | 12,747 | 11 | 13480.00 | 5.75 | |
X-n120-k6 | 21 | 119 | 6 | 13,332 | 6 | 14420.00 | 8.16 | |
X-n125-k30 | 188 | 124 | 30 | 55,539 | 33 | 58790.00 | 5.85 | |
X-n129-k18 | 39 | 128 | 18 | 28,940 | 18 | 30300.00 | 4.70 | |
X-n134-k13 | 643 | 133 | 13 | 10,916 | 14 | 11500.00 | 5.35 | |
X-n139-k10 | 106 | 138 | 10 | 13,590 | 11 | 14530.00 | 6.92 | |
X-n143-k7 | 1190 | 142 | 7 | 15,700 | 7 | 17670.00 | 12.55 | |
Average | 6.26 |
Results of simulated annealing metaheuristics.
On average simulated annealing heuristics based is better than Clarke & Wright heuristics by 0.52%, 0.71%, and 0.21% in the solutions of grouped, random, and grouped and random clients’ positions, the group of clients with random positions being those that obtained a greater improvement in the solutions quality.
Within each group of clients, the simulated annealing metaheuristics obtained better answers than the GRASP metaheuristics with 30% in the group of clients with a grouped position, 50% in the group of clients with a random position, and 40% in the group of clients with grouped and random position. That is, the GRASP metaheuristic is superior with 70% in the first group and with 60% in the third group of clients and is equal with 50% in the second group of clients.
A comparison between the minimum and maximum gap within each group is established in Table 16 test results with clustered clients have better results. Therefore, obtaining a minimum gap of 0%, that is, in the case of B-n34-k5, the GRASP metaheuristic obtained the optimal solution (Table 17).
Customers | Minimum gap (%) | Maximum gap (%) | Average gap (%) |
---|---|---|---|
Clustered | 0.00 | 8.23 | 3.09 |
Random | 1.57 | 9.73 | 4.38 |
Clustered and random | 3.18 | 11.41 | 5.97 |
GRASP metaheuristic gap comparison.
Customers | Minimum gap (%) | Maximum gap (%) | Average gap (%) |
---|---|---|---|
Clustered | 0.47 | 8.20 | 3.13 |
Random | 2.91 | 8.10 | 4.41 |
Clustered and random | 3.33 | 12.55 | 6.26 |
Simulated annealing metaheuristics gap comparison.
The results obtained by solving the test cases by heuristics and metaheuristics show both generate better quality solutions when solving cases where customers are grouped together and had their worst result in the group of clients with a grouped and random position since they had large
Analyzing the metaheuristics, the GRASP metaheuristics generated better quality results than simulated annealing metaheuristics, with minimal differences in average gap for each group of clients, and both metaheuristics obtained greater improvements in relation to the initial solutions of Clarke & Wright heuristics in the test cases of randomized clients. Also GRASP algorithm with B-n34-k5 case of grouped customers reached the optimal solution, being the only test instance of the thirty that were done.
It is recommended that for future studies, each group of clients by positioning has a number of clients
Water is the second most important need for life to exist after air. As a result, water quality has been described extensively in the scientific literature. The most popular definition of water quality is “it is the physical, chemical, and biological characteristics of water” [1, 2]. Water quality is a measure of the condition of water relative to the requirements of one or more biotic species and/or to any human need or purpose [3, 4].
Based on its source, water can be divided into ground water and surface water [5]. Both types of water can be exposed to contamination risks from agricultural, industrial, and domestic activities, which may include many types of pollutants such as heavy metals, pesticides, fertilizers, hazardous chemicals, and oils [6].
Water quality can be classified into four types—potable water, palatable water, contaminated (polluted) water, and infected water [7]. The most common scientific definitions of these types of water quality are as follows:
Potable water: It is safe to drink, pleasant to taste, and usable for domestic purposes [1, 7].
Palatable water: It is esthetically pleasing; it considers the presence of chemicals that do not cause a threat to human health [7].
Contaminated (polluted) water: It is that water containing unwanted physical, chemical, biological, or radiological substances, and it is unfit for drinking or domestic use [7].
Infected water: It is contaminated with pathogenic organism [7].
There are three types of water quality parameters physical, chemical, and biological [8, 9]. They are summarized in Table 1.
Turbidity is the cloudiness of water [10]. It is a measure of the ability of light to pass through water. It is caused by suspended material such as clay, silt, organic material, plankton, and other particulate materials in water [2].
Turbidity in drinking water is esthetically unacceptable, which makes the water look unappetizing. The impact of turbidity can be summarized in the following points:
It can increase the cost of water treatment for various uses [11].
The particulates can provide hiding places for harmful microorganisms and thereby shield them from the disinfection process [12].
Suspended materials can clog or damage fish gills, decreasing its resistance to diseases, reducing its growth rates, affecting egg and larval maturing, and affecting the efficiency of fish catching method [13, 14].
Suspended particles provide adsorption media for heavy metals such as mercury, chromium, lead, cadmium, and many hazardous organic pollutants such as polychlorinated biphenyls (PCBs), polycyclic aromatic hydrocarbons (PAHs), and many pesticides [15].
The amount of available food is reduced [15] because higher turbidity raises water temperatures in light of the fact that suspended particles absorb more sun heat. Consequently, the concentration of the dissolved oxygen (DO) can be decreased since warm water carries less dissolved oxygen than cold water.
Turbidity is measured by an instrument called nephelometric turbidimeter, which expresses turbidity in terms of NTU or TU. A TU is equivalent to 1 mg/L of silica in suspension [10].
Turbidity more than 5 NTU can be visible to the average person while turbidity in muddy water, it exceeds 100 NTU [10]. Groundwater normally has very low turbidity because of the natural filtration that occurs as the water penetrates through the soil [9, 16].
Palatability, viscosity, solubility, odors, and chemical reactions are influenced by temperature [10]. Thereby, the sedimentation and chlorination processes and biological oxygen demand (BOD) are temperature dependent [11]. It also affects the biosorption process of the dissolved heavy metals in water [17, 18]. Most people find water at temperatures of 10–15°C most palatable [10, 19].
Materials decayed from organic matter, namely, vegetation and inorganic matter such as soil, stones, and rocks impart color to water, which is objectionable for esthetic reasons, not for health reasons [10, 20].
Color is measured by comparing the water sample with standard color solutions or colored glass disks [10]. One color unit is equivalent to the color produced by a 1 mg/L solution of platinum (potassium chloroplatinate (K2PtCl6)) [10].
The color of a water sample can be reported as follows:
Apparent color is the entire water sample color and consists of both dissolved and suspended components color [10].
True color is measured after filtering the water sample to remove all suspended material [19].
Color is graded on scale of 0 (clear) to 70 color units. Pure water is colorless, which is equivalent to 0 color units [10].
Taste and odor in water can be caused by foreign matter such as organic materials, inorganic compounds, or dissolved gasses [19]. These materials may come from natural, domestic, or agricultural sources [21].
The numerical value of odor or taste is determined quantitatively by measuring a volume of sample A and diluting it with a volume of sample B of an odor-free distilled water so that the odor of the resulting mixture is just detectable at a total mixture volume of 200 ml [19, 22]. The unit of odor or taste is expressed in terms of a threshold number as follows:
where TON is the threshold odor number and TTN is the threshold taste number.
Solids occur in water either in solution or in suspension [22]. These two types of solids can be identified by using a glass fiber filter that the water sample passes through [22]. By definition, the suspended solids are retained on the top of the filter and the dissolved solids pass through the filter with the water [10].
If the filtered portion of the water sample is placed in a small dish and then evaporated, the solids as a residue. This material is usually called total dissolved solids or TDS [10].
Water can be classified by the amount of TDS per liter as follows:
freshwater: <1500 mg/L TDS;
brackish water: 1500–5000 mg/L TDS;
saline water: >5000 mg/L TDS.
The residue of TSS and TDS after heating to dryness for a defined period of time and at a specific temperature is defined as fixed solids. Volatile solids are those solids lost on ignition (heating to 550°C) [10].
These measures are helpful to the operators of the wastewater treatment plant because they roughly approximate the amount of organic matter existing in the total solids of wastewater, activated sludge, and industrial wastes [1, 22]. Figure 1 describes the interrelationship of solids found in water [22]. They are calculated as follows [10]:
Total solids:
Interrelationship of solids found in water [22].
where TSA = weight of dried residue + dish in milligrams and TSB = weight of dish in milligrams.
Total dissolved solids:
where TDSA = weight of dried residue + dish in milligrams and TDSB = weight of dish in milligrams.
Total suspended solids:
where TSSA = weight of dish and filter paper + dried residue and TSSB = weight of dish and filter paper in milligram.
Fixed and volatile suspended solids:
where VSSA = weight of residue + dish and filter before ignition, mg and VSSB = weight of residue + dish and filter after ignition, mg.
The electrical conductivity (EC) of water is a measure of the ability of a solution to carry or conduct an electrical current [22]. Since the electrical current is carried by ions in solution, the conductivity increases as the concentration [10] of ions increases. Therefore, it is one of the main parameters used to determine the suitability of water for irrigation and firefighting.
Units of its measurement are as follows:
U.S. units = micromhos/cm
S.I. units = milliSiemens/m (mS/m) or dS/m (deciSiemens/m)
Pure water is not a good conductor of electricity [2, 10]. Typical conductivity of water is as follows:
Ultra-pure water: 5.5 × 10−6 S/m;
Drinking water: 0.005–0.05 S/m;
Seawater: 5 S/m.
The electrical conductivity can be used to estimate the TDS value of water as follows [10, 22]:
TDS can be used to estimate the ionic strength of water in the applications of groundwater recharging by treated wastewater [22]. The normal method of measurement is electrometric method [10].
pH is one of the most important parameters of water quality. It is defined as the negative logarithm of the hydrogen ion concentration [9, 12]. It is a dimensionless number indicating the strength of an acidic or a basic solution [23]. Actually, pH of water is a measure of how acidic/basic water is [19, 20]. Acidic water contains extra hydrogen ions (H+) and basic water contains extra hydroxyl (OH−) ions [2].
As shown in Figure 2, pH ranges from 0 to 14, with 7 being neutral. pH of less than 7 indicates acidity, whereas a pH of greater than 7 indicates a base solution [2, 24]. Pure water is neutral, with a pH close to 7.0 at 25°C. Normal rainfall has a pH of approximately 5.6 (slightly acidic) owing to atmospheric carbon dioxide gas [10]. Safe ranges of pH for drinking water are from 6.5 to 8.5 for domestic use and living organisms need [24].
pH of water.
A change of 1 unit on a pH scale represents a 10-fold change in the pH [10], so that water with pH of 7 is 10 times more acidic than water with a pH of 8, and water with a pH of 5 is 100 times more acidic than water with a pH of 7. There are two methods available for the determination of pH: electrometric and colorimetric methods [10].
Excessively high and low pHs can be detrimental for the use of water. A high pH makes the taste bitter and decreases the effectiveness of the chlorine disinfection, thereby causing the need for additional chlorine [21]. The amount of oxygen in water increases as pH rises. Low-pH water will corrode or dissolve metals and other substances [10].
Pollution can modify the pH of water, which can damage animals and plants that live in the water [10].
The effects of pH on animals and plants can be summarized as follows:
Most aquatic animals and plants have adapted to life in water with a specific pH and may suffer from even a slight change [15].
Even moderately acidic water (low pH) can decrease the number of hatched fish eggs, irritate fish and aquatic insect gills, and damage membranes [14].
Water with very low or high pH is fatal. A pH below 4 or above 10 will kill most fish, and very few animals can endure water with a pH below 3 or above 11 [15].
Amphibians are extremely endangered by low pH because their skin is very sensitive to contaminants [15]. Some scientists believe that the current decrease in amphibian population throughout the globe may be due to low pH levels induced by acid rain.
The effects of pH on other chemicals in water can be summarized as follows:
Heavy metals such as cadmium, lead, and chromium dissolve more easily in highly acidic water (lower pH). This is important because many heavy metals become much more toxic when dissolved in water [21].
A change in the pH can change the forms of some chemicals in the water. Therefore, it may affect aquatic plants and animals [21]. For instance, ammonia is relatively harmless to fish in neutral or acidic water. However, as the water becomes more alkaline (the pH increases), ammonia becomes progressively more poisonous to these same organisms.
Acidity is the measure of acids in a solution. The acidity of water is its quantitative capacity to neutralize a strong base to a selected pH level [10]. Acidity in water is usually due to carbon dioxide, mineral acids, and hydrolyzed salts such as ferric and aluminum sulfates [10]. Acids can influence many processes such as corrosion, chemical reactions and biological activities [10].
Carbon dioxide from the atmosphere or from the respiration of aquatic organisms causes acidity when dissolved in water by forming carbonic acid (H2CO3). The level of acidity is determined by titration with standard sodium hydroxide (0.02 N) using phenolphthalein as an indicator [10, 20].
The alkalinity of water is its acid-neutralizing capacity comprised of the total of all titratable bases [10]. The measurement of alkalinity of water is necessary to determine the amount of lime and soda needed for water softening (e.g., for corrosion control in conditioning the boiler feed water) [22]. Alkalinity of water is mainly caused by the presence of hydroxide ions (OH−), bicarbonate ions (HCO3−), and carbonate ions (CO32−), or a mixture of two of these ions in water. As stated in the following equation, the possibility of OH− and HCO3− ions together are not possible because they react together to produce CO32− ions:
Alkalinity is determined by titration with a standard acid solution (H2SO4 of 0.02 N) using selective indicators (methyl orange or phenolphthalein).
The high levels of either acidity or alkalinity in water may be an indication of industrial or chemical pollution. Alkalinity or acidity can also occur from natural sources such as volcanoes. The acidity and alkalinity in natural waters provide a buffering action that protects fish and other aquatic organisms from sudden changes in pH. For instance, if an acidic chemical has somehow contaminated a lake that had natural alkalinity, a neutralization reaction occurs between the acid and alkaline substances; the pH of the lake water remains unchanged. For the protection of aquatic life, the buffering capacity should be at least 20 mg/L as calcium carbonate.
Chloride occurs naturally in groundwater, streams, and lakes, but the presence of relatively high chloride concentration in freshwater (about 250 mg/L or more) may indicate wastewater pollution [7]. Chlorides may enter surface water from several sources including chloride-containing rock, agricultural runoff, and wastewater.
Chloride ions Cl− in drinking water do not cause any harmful effects on public health, but high concentrations can cause an unpleasant salty taste for most people. Chlorides are not usually harmful to people; however, the sodium part of table salt has been connected to kidney and heart diseases [25]. Small amounts of chlorides are essential for ordinary cell functions in animal and plant life.
Sodium chloride may impart a salty taste at 250 mg/L; however, magnesium or calcium chloride are generally not detected by taste until reaching levels of 1000 mg/L [10]. Standards for public drinking water require chloride levels that do not exceed 250 mg/L. There are many methods to measure the chloride concentration in water, but the normal one is the titration method by silver nitrate [10].
Chlorine (Cl2) does not occur naturally in water but is added to water and wastewater for disinfection [10]. While chlorine itself is a toxic gas, in dilute aqueous solution, it is not harmful to human health. In drinking water, a residual of about 0.2 mg/L is optimal. The residual concentration which is maintained in the water distribution system ensures good sanitary quality of water [11].
Chlorine can react with organics in water forming toxic compounds called trihalomethanes or THMs, which are carcinogens such as chloroform CHCl3 [11, 22]. Chlorine residual is normally measured by a color comparator test kit or spectrophotometer [10].
Sulfate ions (SO42−) occur in natural water and in wastewater. The high concentration of sulfate in natural water is usually caused by leaching of natural deposits of sodium sulfate (Glauber’s salt) or magnesium sulfate (Epson salt) [11, 26]. If high concentrations are consumed in drinking water, there may be objectionable tastes or unwanted laxative effects [26], but there is no significant danger to public health.
There are four forms of nitrogen in water and wastewater: organic nitrogen, ammonia nitrogen, nitrite nitrogen, and nitrate nitrogen [10]. If water is contaminated with sewage, most of the nitrogen is in the forms of organic and ammonia, which are transformed by microbes to form nitrites and nitrates [22]. Nitrogen in the nitrate form is a basic nutrient to the growth of plants and can be a growth-limiting nutrient factor [10].
A high concentration of nitrate in surface water can stimulate the rapid growth of the algae which degrades the water quality [22]. Nitrates can enter the groundwater from chemical fertilizers used in the agricultural areas [22]. Excessive nitrate concentration (more than 10 mg/L) in drinking water causes an immediate and severe health threat to infants [19]. The nitrate ions react with blood hemoglobin, thereby reducing the blood’s ability to hold oxygen which leads to a disease called blue baby or methemoglobinemia [10, 19].
A moderate amount of fluoride ions (F−) in drinking water contributes to good dental health [10, 19]. About 1.0 mg/L is effective in preventing tooth decay, particularly in children [10].
Excessive amounts of fluoride cause discolored teeth, a condition known as dental fluorosis [11, 19, 26]. The maximum allowable levels of fluoride in public water supplies depend on local climate [26]. In the warmer regions of the country, the maximum allowable concentration of fluoride for potable water is 1.4 mg/L; in colder climates, up to 2.4 mg/L is allowed.
There are four methods to determine ion fluoride in water; the selection of the used method depends on the type of water sample [10].
Although iron (Fe) and manganese (Mn) do not cause health problems, they impart a noticeable bitter taste to drinking water even at very low concentration [10, 11].
These metals usually occur in groundwater in solution as ferrous (Fe2+) and manganous (Mn2+) ions. When these ions are exposed to air, they form the insoluble ferric (Fe3+) and manganic (Mn3+) forms making the water turbid and unacceptable to most people [10].
These ions can also cause black or brown stains on laundry and plumbing fixtures [7]. They are measured by many instrumental methods such as atomic absorption spectrometry, flame atomic absorption spectrometry, cold vapor atomic absorption spectrometry, electrothermal atomic absorption spectrometry, and inductively coupled plasma (ICP) [10].
Copper (Cu) and zinc (Zn) are nontoxic if found in small concentrations [10]. Actually, they are both essential and beneficial for human health and growth of plants and animals [25]. They can cause undesirable tastes in drinking water. At high concentrations, zinc imparts a milky appearance to the water [10]. They are measured by the same methods used for iron and manganese measurements [10].
Hardness is a term used to express the properties of highly mineralized waters [10]. The dissolved minerals in water cause problems such as scale deposits in hot water pipes and difficulty in producing lather with soap [11].
Calcium (Ca2+) and magnesium (Mg2+) ions cause the greatest portion of hardness in naturally occurring waters [9]. They enter water mainly from contact with soil and rock, particularly limestone deposits [10, 27].
These ions are present as bicarbonates, sulfates, and sometimes as chlorides and nitrates [10, 26]. Generally, groundwater is harder than surface water. There are two types of hardness:
Temporary hardness which is due to carbonates and bicarbonates can be removed by boiling, and
Permanent hardness which is remaining after boiling is caused mainly by sulfates and chlorides [10, 21, 22]
Water with more than 300 mg/L of hardness is generally considered to be hard, and more than 150 mg/L of hardness is noticed by most people, and water with less than 75 mg/L is considered to be soft.
From health viewpoint, hardness up to 500 mg/L is safe, but more than that may cause a laxative effect [10]. Hardness is normally determined by titration with ethylene diamine tetra acidic acid or (EDTA) and Eriochrome Black and Blue indicators. It is usually expressed in terms of mg/L of CaCO3 [10, 19].
An accepted water classification according to its hardness is as in Table 2 [19].
No. | Types of water quality parameters | ||
---|---|---|---|
Physical parameters | Chemical parameters | Biological parameters | |
1 | Turbidity | pH | Bacteria |
2 | Temperature | Acidity | Algae |
3 | Color | Alkalinity | Viruses |
4 | Taste and odor | Chloride | Protozoa |
5 | Solids | Chlorine residual | |
6 | Electrical conductivity (EC) | Sulfate | |
7 | Nitrogen | ||
8 | Fluoride | ||
9 | Iron and manganese | ||
10 | Copper and zinc | ||
11 | Hardness | ||
12 | Dissolved oxygen | ||
13 | Biochemical oxygen demand (BOD) | ||
14 | Chemical oxygen demand (COD) | ||
15 | Toxic inorganic substances | ||
16 | Toxic organic substances | ||
17 | Radioactive substances |
Parameters of water quality.
Water classification | Total hardness concentration as mg/L as CaCO3 |
---|---|
Soft water | <50 mg/L as CaCO3 |
Moderately hard | 50–150 mg/L as CaCO3 |
Hard water | 150–300 mg/L as CaCO3 |
Very hard | >300 mg/L as CaCO3 |
Classification of water according to its hardness.
Dissolved oxygen (DO) is considered to be one of the most important parameters of water quality in streams, rivers, and lakes. It is a key test of water pollution [10]. The higher the concentration of dissolved oxygen, the better the water quality.
Oxygen is slightly soluble in water and very sensitive to temperature. For example, the saturation concentration at 20°C is about 9 mg/L and at 0°C is 14.6 mg/L [22].
The actual amount of dissolved oxygen varies depending on pressure, temperature, and salinity of the water. Dissolved oxygen has no direct effect on public health, but drinking water with very little or no oxygen tastes unpalatable to some people.
There are three main methods used for measuring dissolved oxygen concentrations: the colorimetric method—quick and inexpensive, the Winkler titration method—traditional method, and the electrometric method [10].
Bacteria and other microorganisms use organic substances for food. As they metabolize organic material, they consume oxygen [10, 22]. The organics are broken down into simpler compounds, such as CO2 and H2O, and the microbes use the energy released for growth and reproduction [22].
When this process occurs in water, the oxygen consumed is the DO in the water. If oxygen is not continuously replaced by natural or artificial means in the water, the DO concentration will reduce as the microbes decompose the organic materials. This need for oxygen is called the biochemical oxygen demand (BOD). The more organic material there is in the water, the higher the BOD used by the microbes will be. BOD is used as a measure of the power of sewage; strong sewage has a high BOD and weak sewage has low BOD [22].
The complete decomposition of organic material by microorganisms takes time, usually 20 d or more under ordinary circumstances [22]. The quantity of oxygen used in a specified volume of water to fully decompose or stabilize all biodegradable organic substances is called the ultimate BOD or BODL.
BOD is a function of time. At time = 0, no oxygen will have been consumed and the BOD = 0. As each day goes by, oxygen is used by the microbes and the BOD increases. Ultimately, the BODL is reached and the organic materials are completely decomposed.
A graph of the BOD versus time is illustrated as in Figure 3. This is called the BOD curve, which can be expressed mathematically by the following equation:
BOD curve [22].
where BODt = BOD at any time t, mg/L; BODL = ultimate BOD, mg/L; k = a constant representing the rate of the BOD reaction; t = time, d.
The value of the constant rate k depends on the temperature, the type of organic materials, and the type of microbes exerting the BOD [22].
The chemical oxygen demand (COD) is a parameter that measures all organics: the biodegradable and the non-biodegradable substances [22]. It is a chemical test using strong oxidizing chemicals (potassium dichromate), sulfuric acid, and heat, and the result can be available in just 2 h [10]. COD values are always higher than BOD values for the same sample [22].
A wide variety of inorganic toxic substances may be found in water in very small or trace amounts. Even in trace amounts, they can be a danger to public health [11]. Some toxic substances occur from natural sources but many others occur due to industrial activities and/or improper management of hazardous waste [22]. They can be divided into two groups:
Metallic compounds: This group includes some heavy metals that are toxic, namely, cadmium (Cd), chromium (Cr), lead (Pb), mercury (Hg), silver (Ag), arsenic (As), barium (Ba), thallium (Tl), and selenium (Se) [22, 28]. They have a wide range of dangerous effects that differ from one metal to another. They may be acute fatal poisons such as (As) and (Cr6+) or may produce chronic diseases such as (Cd, Hg, Pb, and Tl) [21, 29, 30, 31, 32]. The heavy metals concentration can be determined by atomic absorption photometers, spectrophotometer, or inductively coupled plasma (ICP) for very low concentration [10].
Nonmetallic compounds: This group includes nitrates (NO3−) and cyanides (CN−), nitrate has been discussed with the nitrogen in the previous section. Regarding cyanide, as Mackenzie stated [11] it causes oxygen deprivation by binding the hemoglobin sites and prevents the red blood cell from carrying the oxygen [11]. This causes a blue skin color syndrome, which is called cyanosis [33]. It also causes chronic effects on the central nervous system and thyroid [33]. Cyanide is normally measured by colorimetric, titrimetric, or electrometric methods [10].
There are more than 100 compounds in water that have been listed in the literature as toxic organic compounds [11, 22]. They will not be found naturally in water; they are usually man-made pollutants. These compounds include insecticides, pesticides, solvents, detergents, and disinfectants [11, 21, 22]. They are measured by highly sophisticated instrumental methods, namely, gas chromatographic (GC), high-performance liquid chromatographic (HPLC), and mass spectrophotometric [10].
Potential sources of radioactive substances in water include wastes from nuclear power plants, industries, or medical research using radioactive chemicals and mining of uranium ores or other radioactive materials [11, 21]. When radioactive substances decay, they release beta, alpha, and gamma radiation [34]. Exposure of humans and other living things to radiation can cause genetic and somatic damage to the living tissues [34, 35].
Radon gas is of a great health concern because it occurs naturally in groundwater and is a highly volatile gas, which can be inhaled during the showering process [35]. For drinking water, there are established standards commonly used for alpha particles, beta particles, photons emitters, radium-226 and -228, and uranium [34, 35].
The unit of radioactivity used in water quality applications is the picocurie per liter (pCi/L); 1 pCi is equivalent to about two atoms disintegrating per minute. There are many sophisticated instrumental methods to measure it [35].
One of the most helpful indicators of water quality may be the presence or lack of living organisms [10, 15]. Biologists can survey fish and insect life of natural waters and assess the water quality on the basis of a computed species diversity index (SDI) [15, 19, 36, 37]; hence, a water body with a large number of well-balanced species is regarded as a healthy system [17]. Some organisms can be used as an indication for the existence of pollutants based on their known tolerance for a specified pollutant [17].
Microorganisms exist everywhere in nature [38]. Human bodies maintain a normal population of microbes in the intestinal tract; a big portion of which is made up of coliform bacteria [38]. Although there are millions of microbes per milliliter in wastewater, most of them are harmless [37]. It is only harmful when wastewater contains wastes from people infected with diseases that the presence of harmful microorganisms in wastewater is likely to occur [38].
Bacteria are considered to be single-celled plants because of their cell structure and the way they ingest food [10, 37]. Bacteria occur in three basic cell shapes: rod-shaped or bacillus, sphere-shaped or coccus, and spiral-shaped or spirellus [19]. In less than 30 min, a single bacterial cell can mature and divide into two new cells [39].
Under favorable conditions of food supply, temperature, and pH, bacteria can reproduce so rapidly that a bacterial culture may contain 20 million cells per milliliter after just 1 day [22, 37]. This rapid growth of visible colonies of bacteria on a suitable nutrient medium makes it possible to detect and count the number of bacteria in water [39].
There are several distinctions among the various species of bacteria. One distinction depends on how they metabolize their food [38]. Bacteria that require oxygen for their metabolism are called aerobic bacteria, while those live only in an oxygen-free environment are called anaerobic bacteria. Some species called facultative bacteria can live in either the absence or the presence of oxygen [37, 38, 39].
At low temperatures, bacteria grow and reproduce slowly. As the temperature increases, the rate of growth and reproduction doubles in every additional 10°C (up to the optimum temperature for the species) [38]. The majority of the species of bacteria having an optimal temperature of about 35°C [39].
A lot of dangerous waterborne diseases are caused by bacteria, namely, typhoid and paratyphoid fever, leptospirosis, tularemia, shigellosis, and cholera [19]. Sometimes, the absence of good sanitary practices results in gastroenteritis outbreaks of one or more of those diseases [19].
Algae are microscopic plants, which contain photosynthetic pigments, such as chlorophyll [37, 39]. They are autotrophic organisms and support themselves by converting inorganic materials into organic matter by using energy from the sun, during this process they take in carbon dioxide and give off oxygen [38, 39]. They are also important for wastewater treatment in stabilization ponds [22]. Algae are primarily nuisance organisms in the water supply because of the taste and odor problems they create [2, 16]. Certain species of algae cause serious environmental and public health problems; for example, blue-green algae can kill cattle and other domestic animals if the animals drink water containing those species [37, 39].
Viruses are the smallest biological structures known to contain all genetic information necessary for their own reproduction [19]. They can only be seen by a powerful electronic microscope [39]. Viruses are parasites that need a host to live [39]. They can pass through filters that do not permit the passage of bacteria [37]. Waterborne viral pathogens are known to cause infectious hepatitis and poliomyelitis [19, 25, 37]. Most of the waterborne viruses can be deactivated by the disinfection process conducted in the water treatment plant [19].
Protozoa are single-celled microscopic animal [19], consume solid organic particles, bacteria, and algae for food, and they are in turn ingested as food by higher level multicellular animals [37]. Aquatic protozoa are floating freely in water and sometimes called zooplankton [37]. They form cysts that are difficult to inactivate by disinfection [19].
A very important biological indicator of water and pollution is the group of bacteria called coliforms [20]. Pathogenic coliforms always exist in the intestinal system of humans, and millions are excreted with body wastes [37]. Consequently, water that has been recently contaminated with sewage will always contain coliforms [19].
A particular species of coliforms found in domestic sewage is Escherichia coli or E. coli [22]. Even if the water is only slightly polluted, they are very likely to be found. There are roughly 3 million of E. coli bacteria in 100 mL volume of untreated sewage [10]. Coliform bacteria are aggressive organisms and survive in the water longer than most pathogens. There are normally two methods to test the coliform bacteria—the membrane filter method and multiple-tube fermentation method [10, 37]. Since the test of coliform bacteria is very important for public health, the first method will be described in details in the coming section.
A measured volume of sample is filtered through a special membrane filter by applying a partial vacuum [10, 39].
The filter, a flat paper-like disk, has uniform microscopic pores small enough to retain the bacteria on its surface while allowing the water to pass through. The filter paper is then placed in a sterile container called a petri dish, which contains a special culture medium that the bacteria use as a food source [39].
Then, the petri dish is usually placed in an incubator, which keeps the temperature at 35°C, for 24 h. After incubation, colonies of coliform bacteria each containing millions of organisms will be visible [10]. The coliform concentration is obtained by counting the number of colonies on the filter; each colony counted represents only one coliform in the original sample [10, 39].
Coliform concentrations are expressed in terms of the number of organisms per 100 mL of water as follows:
Water quality requirements differ depending on the proposed used of water [19]. As reported by Tchobanoglous et al. [19], “water unsuitable for one use may be quite satisfactory for another and water may be considered acceptable for a particular use if water of better quality is not available.”
Water quality requirements should be agreed with the water quality standards, which are put down by the governmental agency and represent the legislation requirements. In general, there are three types of standards: in-stream, potable water, and wastewater effluent [19], each type has its own criteria by using the same methods of measurement. The World Health Organization (WHO) has established minimum standards for drinking water that all countries are recommended to meet [25].
The physical, chemical, and biological parameters of water quality are reviewed in terms of definition, sources, impacts, effects, and measuring methods. The classification of water according to its quality is also covered with a specific definition for each type.
As an Open Access publisher, IntechOpen is dedicated to maintaining the highest ethical standards and principles in publishing. In addition, IntechOpen promotes the highest standards of integrity and ethical behavior in scientific research and peer-review. To maintain these principles IntechOpen has developed basic guidelines to facilitate the avoidance of Conflicts of Interest.
",metaTitle:"Conflicts of Interest Policy",metaDescription:"As an Open Access publisher, IntechOpen is dedicated to maintaining the highest ethical standards and principles in publishing. In addition, IntechOpen promotes the highest standards of integrity and ethical behavior in scientific research and peer-review.",metaKeywords:null,canonicalURL:"/page/conflicts-of-interest-policy",contentRaw:'[{"type":"htmlEditorComponent","content":"In each instance of a possible Conflict of Interest, IntechOpen aims to disclose the situation in as transparent a way as possible in order to allow readers to judge whether a particular potential Conflict of Interest has influenced the Work of any individual Author, Editor, or Reviewer. IntechOpen takes all possible Conflicts of Interest into account during the review process and ensures maximum transparency in implementing its policies.
\\n\\nA Conflict of Interest is a situation in which a person's professional judgment may be influenced by a range of factors, including financial gain, material interest, or some other personal or professional interest. For IntechOpen as a publisher, it is essential that all possible Conflicts of Interest are avoided. Each contributor, whether an Author, Editor, or Reviewer, who suspects they may have a Conflict of Interest, is obliged to declare that concern in order to make the publisher and the readership aware of any potential influence on the work being undertaken.
\\n\\nA Conflict of Interest can be identified at different phases of the publishing process.
\\n\\nIntechOpen requires:
\\n\\nCONFLICT OF INTEREST - AUTHOR
\\n\\nAll Authors are obliged to declare every existing or potential Conflict of Interest, including financial or personal factors, as well as any relationship which could influence their scientific work. Authors must declare Conflicts of Interest at the time of manuscript submission, although they may exceptionally do so at any point during manuscript review. For jointly prepared manuscripts, the corresponding Author is obliged to declare potential Conflicts of Interest of any other Authors who have contributed to the manuscript.
\\n\\nCONFLICT OF INTEREST – ACADEMIC EDITOR
\\n\\nEditors can also have Conflicts of Interest. Editors are expected to maintain the highest standards of conduct, which are outlined in our Best Practice Guidelines (templates for Best Practice Guidelines). Among other obligations, it is essential that Editors make transparent declarations of any possible Conflicts of Interest that they might have.
\\n\\nAvoidance Measures for Academic Editors of Conflicts of Interest:
\\n\\nFor manuscripts submitted by the Academic Editor (or a scientific advisor), an appropriate person will be appointed to handle and evaluate the manuscript. The appointed handling Editor's identity will not be disclosed to the Author in order to maintain impartiality and anonymity of the review.
\\n\\nIf a manuscript is submitted by an Author who is a member of an Academic Editor's family or is personally or professionally related to the Academic Editor in any way, either as a friend, colleague, student or mentor, the work will be handled by a different Academic Editor who is not in any way connected to the Author.
\\n\\nCONFLICT OF INTEREST - REVIEWER
\\n\\nAll Reviewers are required to declare possible Conflicts of Interest at the beginning of the evaluation process. If a Reviewer feels he or she might have any material, financial or any other conflict of interest with regards to the manuscript being reviewed, he or she is required to declare such concern and, if necessary, request exclusion from any further involvement in the evaluation process. A Reviewer's potential Conflicts of Interest are declared in the review report and presented to the Academic Editor, who then assesses whether or not the declared potential or actual Conflicts of Interest had, or could be perceived to have had, any significant impact on the review itself.
\\n\\nEXAMPLES OF CONFLICTS OF INTEREST:
\\n\\nFINANCIAL AND MATERIAL
\\n\\nNON-FINANCIAL
\\n\\nAuthors are required to declare all potentially relevant non-financial, financial and material Conflicts of Interest that may have had an influence on their scientific work.
\\n\\nAcademic Editors and Reviewers are required to declare any non-financial, financial and material Conflicts of Interest that could influence their fair and balanced evaluation of manuscripts. If such conflict exists with regards to a submitted manuscript, Academic Editors and Reviewers should exclude themselves from handling it.
\\n\\nAll Authors, Academic Editors, and Reviewers are required to declare all possible financial and material Conflicts of Interest in the last five years, although it is advisable to declare less recent Conflicts of Interest as well.
\\n\\nEXAMPLES:
\\n\\nAuthors should declare if they were or they still are Academic Editors of the publications in which they wish to publish their work.
\\n\\nAuthors should declare if they are board members of an organization that could benefit financially or materially from the publication of their work.
\\n\\nAcademic Editors should declare if they were coauthors or they have worked on the research project with the Author who has submitted a manuscript.
\\n\\nAcademic Editors should declare if the Author of a submitted manuscript is affiliated with the same department, faculty, institute, or company as they are.
\\n\\nPolicy last updated: 2016-06-09
\\n"}]'},components:[{type:"htmlEditorComponent",content:"In each instance of a possible Conflict of Interest, IntechOpen aims to disclose the situation in as transparent a way as possible in order to allow readers to judge whether a particular potential Conflict of Interest has influenced the Work of any individual Author, Editor, or Reviewer. IntechOpen takes all possible Conflicts of Interest into account during the review process and ensures maximum transparency in implementing its policies.
\n\nA Conflict of Interest is a situation in which a person's professional judgment may be influenced by a range of factors, including financial gain, material interest, or some other personal or professional interest. For IntechOpen as a publisher, it is essential that all possible Conflicts of Interest are avoided. Each contributor, whether an Author, Editor, or Reviewer, who suspects they may have a Conflict of Interest, is obliged to declare that concern in order to make the publisher and the readership aware of any potential influence on the work being undertaken.
\n\nA Conflict of Interest can be identified at different phases of the publishing process.
\n\nIntechOpen requires:
\n\nCONFLICT OF INTEREST - AUTHOR
\n\nAll Authors are obliged to declare every existing or potential Conflict of Interest, including financial or personal factors, as well as any relationship which could influence their scientific work. Authors must declare Conflicts of Interest at the time of manuscript submission, although they may exceptionally do so at any point during manuscript review. For jointly prepared manuscripts, the corresponding Author is obliged to declare potential Conflicts of Interest of any other Authors who have contributed to the manuscript.
\n\nCONFLICT OF INTEREST – ACADEMIC EDITOR
\n\nEditors can also have Conflicts of Interest. Editors are expected to maintain the highest standards of conduct, which are outlined in our Best Practice Guidelines (templates for Best Practice Guidelines). Among other obligations, it is essential that Editors make transparent declarations of any possible Conflicts of Interest that they might have.
\n\nAvoidance Measures for Academic Editors of Conflicts of Interest:
\n\nFor manuscripts submitted by the Academic Editor (or a scientific advisor), an appropriate person will be appointed to handle and evaluate the manuscript. The appointed handling Editor's identity will not be disclosed to the Author in order to maintain impartiality and anonymity of the review.
\n\nIf a manuscript is submitted by an Author who is a member of an Academic Editor's family or is personally or professionally related to the Academic Editor in any way, either as a friend, colleague, student or mentor, the work will be handled by a different Academic Editor who is not in any way connected to the Author.
\n\nCONFLICT OF INTEREST - REVIEWER
\n\nAll Reviewers are required to declare possible Conflicts of Interest at the beginning of the evaluation process. If a Reviewer feels he or she might have any material, financial or any other conflict of interest with regards to the manuscript being reviewed, he or she is required to declare such concern and, if necessary, request exclusion from any further involvement in the evaluation process. A Reviewer's potential Conflicts of Interest are declared in the review report and presented to the Academic Editor, who then assesses whether or not the declared potential or actual Conflicts of Interest had, or could be perceived to have had, any significant impact on the review itself.
\n\nEXAMPLES OF CONFLICTS OF INTEREST:
\n\nFINANCIAL AND MATERIAL
\n\nNON-FINANCIAL
\n\nAuthors are required to declare all potentially relevant non-financial, financial and material Conflicts of Interest that may have had an influence on their scientific work.
\n\nAcademic Editors and Reviewers are required to declare any non-financial, financial and material Conflicts of Interest that could influence their fair and balanced evaluation of manuscripts. If such conflict exists with regards to a submitted manuscript, Academic Editors and Reviewers should exclude themselves from handling it.
\n\nAll Authors, Academic Editors, and Reviewers are required to declare all possible financial and material Conflicts of Interest in the last five years, although it is advisable to declare less recent Conflicts of Interest as well.
\n\nEXAMPLES:
\n\nAuthors should declare if they were or they still are Academic Editors of the publications in which they wish to publish their work.
\n\nAuthors should declare if they are board members of an organization that could benefit financially or materially from the publication of their work.
\n\nAcademic Editors should declare if they were coauthors or they have worked on the research project with the Author who has submitted a manuscript.
\n\nAcademic Editors should declare if the Author of a submitted manuscript is affiliated with the same department, faculty, institute, or company as they are.
\n\nPolicy last updated: 2016-06-09
\n"}]},successStories:{items:[]},authorsAndEditors:{filterParams:{sort:"featured,name"},profiles:[{id:"105746",title:"Dr.",name:"A.W.M.M.",middleName:null,surname:"Koopman-van Gemert",slug:"a.w.m.m.-koopman-van-gemert",fullName:"A.W.M.M. Koopman-van Gemert",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/105746/images/5803_n.jpg",biography:"Dr. Anna Wilhelmina Margaretha Maria Koopman-van Gemert MD, PhD, became anaesthesiologist-intensivist from the Radboud University Nijmegen (the Netherlands) in 1987. She worked for a couple of years also as a blood bank director in Nijmegen and introduced in the Netherlands the Cell Saver and blood transfusion alternatives. 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He was born in 1969 in Naama, Algeria. He received his BS degree in 1993, the MS degree in 1997, the PhD degree in 2007 from the Electrical Engineering Institute of Djilali Liabes University of Sidi Bel Abbes (ALGERIA). He is an active member of IRECOM (Interaction Réseaux Electriques - COnvertisseurs Machines) Laboratory and IEEE senior member. He is an editor member for many international journals (IJET, RSE, MER, IJECE, etc.), he serves as a reviewer in international journals (IJAC, ECPS, COMPEL, etc.). He serves as member in technical committee (TPC) and reviewer in international conferences (CHUSER 2011, SHUSER 2012, PECON 2012, SAI 2013, SCSE2013, SDM2014, SEB2014, PEMC2014, PEAM2014, SEB (2014, 2015), ICRERA (2015, 2016, 2017, 2018,-2019), etc.). His current research interest includes power electronics, control of electrical machines, artificial intelligence and Renewable energies.",institutionString:"University of Béchar",institution:{name:"University of Béchar",country:{name:"Algeria"}}},{id:"99749",title:"Dr.",name:"Abdel Hafid",middleName:null,surname:"Essadki",slug:"abdel-hafid-essadki",fullName:"Abdel Hafid Essadki",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"École Nationale Supérieure de Technologie",country:{name:"Algeria"}}},{id:"101208",title:"Prof.",name:"Abdel Karim",middleName:"Mohamad",surname:"El Hemaly",slug:"abdel-karim-el-hemaly",fullName:"Abdel Karim El Hemaly",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/101208/images/733_n.jpg",biography:"OBGYN.net Editorial Advisor Urogynecology.\nAbdel Karim M. A. El-Hemaly, MRCOG, FRCS � Egypt.\n \nAbdel Karim M. A. El-Hemaly\nProfessor OB/GYN & Urogynecology\nFaculty of medicine, Al-Azhar University \nPersonal Information: \nMarried with two children\nWife: Professor Laila A. Moussa MD.\nSons: Mohamad A. M. El-Hemaly Jr. MD. Died March 25-2007\nMostafa A. M. El-Hemaly, Computer Scientist working at Microsoft Seatle, USA. \nQualifications: \n1.\tM.B.-Bch Cairo Univ. June 1963. \n2.\tDiploma Ob./Gyn. Cairo Univ. April 1966. \n3.\tDiploma Surgery Cairo Univ. Oct. 1966. \n4.\tMRCOG London Feb. 1975. \n5.\tF.R.C.S. Glasgow June 1976. \n6.\tPopulation Study Johns Hopkins 1981. \n7.\tGyn. Oncology Johns Hopkins 1983. \n8.\tAdvanced Laparoscopic Surgery, with Prof. Paulson, Alexandria, Virginia USA 1993. \nSocieties & Associations: \n1.\t Member of the Royal College of Ob./Gyn. London. \n2.\tFellow of the Royal College of Surgeons Glasgow UK. \n3.\tMember of the advisory board on urogyn. FIGO. \n4.\tMember of the New York Academy of Sciences. \n5.\tMember of the American Association for the Advancement of Science. \n6.\tFeatured in �Who is Who in the World� from the 16th edition to the 20th edition. \n7.\tFeatured in �Who is Who in Science and Engineering� in the 7th edition. \n8.\tMember of the Egyptian Fertility & Sterility Society. \n9.\tMember of the Egyptian Society of Ob./Gyn. \n10.\tMember of the Egyptian Society of Urogyn. \n\nScientific Publications & Communications:\n1- Abdel Karim M. El Hemaly*, Ibrahim M. Kandil, Asim Kurjak, Ahmad G. Serour, Laila A. S. Mousa, Amr M. Zaied, Khalid Z. El Sheikha. \nImaging the Internal Urethral Sphincter and the Vagina in Normal Women and Women Suffering from Stress Urinary Incontinence and Vaginal Prolapse. Gynaecologia Et Perinatologia, Vol18, No 4; 169-286 October-December 2009.\n2- Abdel Karim M. El Hemaly*, Laila A. S. Mousa Ibrahim M. Kandil, Fatma S. El Sokkary, Ahmad G. Serour, Hossam Hussein.\nFecal Incontinence, A Novel Concept: The Role of the internal Anal sphincter (IAS) in defecation and fecal incontinence. Gynaecologia Et Perinatologia, Vol19, No 2; 79-85 April -June 2010.\n3- Abdel Karim M. El Hemaly*, Laila A. S. Mousa Ibrahim M. Kandil, Fatma S. El Sokkary, Ahmad G. Serour, Hossam Hussein.\nSurgical Treatment of Stress Urinary Incontinence, Fecal Incontinence and Vaginal Prolapse By A Novel Operation \n"Urethro-Ano-Vaginoplasty"\n Gynaecologia Et Perinatologia, Vol19, No 3; 129-188 July-September 2010.\n4- Abdel Karim M. El Hemaly*, Ibrahim M. Kandil, Laila A. S. Mousa and Mohamad A.K.M.El Hemaly.\nUrethro-vaginoplasty, an innovated operation for the treatment of: Stress Urinary Incontinence (SUI), Detursor Overactivity (DO), Mixed Urinary Incontinence and Anterior Vaginal Wall Descent. \nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/ urethro-vaginoplasty_01\n\n5- Abdel Karim M. El Hemaly, Ibrahim M Kandil, Mohamed M. Radwan.\n Urethro-raphy a new technique for surgical management of Stress Urinary Incontinence.\nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/\nnew-tech-urethro\n\n6- Abdel Karim M. El Hemaly, Ibrahim M Kandil, Mohamad A. Rizk, Nabil Abdel Maksoud H., Mohamad M. Radwan, Khalid Z. El Shieka, Mohamad A. K. M. El Hemaly, and Ahmad T. El Saban.\nUrethro-raphy The New Operation for the treatment of stress urinary incontinence, SUI, detrusor instability, DI, and mixed-type of urinary incontinence; short and long term results. \nhttp://www.obgyn.net/urogyn/urogyn.asp?page=urogyn/articles/\nurethroraphy-09280\n\n7-Abdel Karim M. El Hemaly, Ibrahim M Kandil, and Bahaa E. El Mohamady. Menopause, and Voiding troubles. \nhttp://www.obgyn.net/displayppt.asp?page=/English/pubs/features/presentations/El-Hemaly03/el-hemaly03-ss\n\n8-El Hemaly AKMA, Mousa L.A. Micturition and Urinary\tContinence. Int J Gynecol Obstet 1996; 42: 291-2. \n\n9-Abdel Karim M. El Hemaly.\n Urinary incontinence in gynecology, a review article.\nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/abs-urinary_incotinence_gyn_ehemaly \n\n10-El Hemaly AKMA. Nocturnal Enuresis: Pathogenesis and Treatment. \nInt Urogynecol J Pelvic Floor Dysfunct 1998;9: 129-31.\n \n11-El Hemaly AKMA, Mousa L.A.E. Stress Urinary Incontinence, a New Concept. Eur J Obstet Gynecol Reprod Biol 1996; 68: 129-35. \n\n12- El Hemaly AKMA, Kandil I. M. Stress Urinary Incontinence SUI facts and fiction. Is SUI a puzzle?! http://www.obgyn.net/displayppt.asp?page=/English/pubs/features/presentations/El-Hemaly/el-hemaly-ss\n\n13-Abdel Karim El Hemaly, Nabil Abdel Maksoud, Laila A. Mousa, Ibrahim M. Kandil, Asem Anwar, M.A.K El Hemaly and Bahaa E. El Mohamady. \nEvidence based Facts on the Pathogenesis and Management of SUI. http://www.obgyn.net/displayppt.asp?page=/English/pubs/features/presentations/El-Hemaly02/el-hemaly02-ss\n\n14- Abdel Karim M. El Hemaly*, Ibrahim M. Kandil, Mohamad A. Rizk and Mohamad A.K.M.El Hemaly.\n Urethro-plasty, a Novel Operation based on a New Concept, for the Treatment of Stress Urinary Incontinence, S.U.I., Detrusor Instability, D.I., and Mixed-type of Urinary Incontinence.\nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/urethro-plasty_01\n\n15-Ibrahim M. Kandil, Abdel Karim M. El Hemaly, Mohamad M. Radwan: Ultrasonic Assessment of the Internal Urethral Sphincter in Stress Urinary Incontinence. The Internet Journal of Gynecology and Obstetrics. 2003. Volume 2 Number 1. \n\n\n16-Abdel Karim M. El Hemaly. Nocturnal Enureses: A Novel Concept on its pathogenesis and Treatment.\nhttp://www.obgyn.net/urogynecolgy/?page=articles/nocturnal_enuresis\n\n17- Abdel Karim M. El Hemaly. Nocturnal Enureses: An Update on the pathogenesis and Treatment.\nhttp://www.obgyn.net/urogynecology/?page=/ENHLIDH/PUBD/FEATURES/\nPresentations/ Nocturnal_Enuresis/nocturnal_enuresis\n\n18-Maternal Mortality in Egypt, a cry for help and attention. The Second International Conference of the African Society of Organization & Gestosis, 1998, 3rd Annual International Conference of Ob/Gyn Department � Sohag Faculty of Medicine University. Feb. 11-13. Luxor, Egypt. \n19-Postmenopausal Osteprosis. The 2nd annual conference of Health Insurance Organization on Family Planning and its role in primary health care. Zagaziz, Egypt, February 26-27, 1997, Center of Complementary Services for Maternity and childhood care. \n20-Laparoscopic Assisted vaginal hysterectomy. 10th International Annual Congress Modern Trends in Reproductive Techniques 23-24 March 1995. Alexandria, Egypt. \n21-Immunological Studies in Pre-eclamptic Toxaemia. Proceedings of 10th Annual Ain Shams Medical Congress. Cairo, Egypt, March 6-10, 1987. \n22-Socio-demographic factorse affecting acceptability of the long-acting contraceptive injections in a rural Egyptian community. Journal of Biosocial Science 29:305, 1987. \n23-Plasma fibronectin levels hypertension during pregnancy. The Journal of the Egypt. Soc. of Ob./Gyn. 13:1, 17-21, Jan. 1987. \n24-Effect of smoking on pregnancy. Journal of Egypt. Soc. of Ob./Gyn. 12:3, 111-121, Sept 1986. \n25-Socio-demographic aspects of nausea and vomiting in early pregnancy. Journal of the Egypt. Soc. of Ob./Gyn. 12:3, 35-42, Sept. 1986. \n26-Effect of intrapartum oxygen inhalation on maternofetal blood gases and pH. Journal of the Egypt. Soc. of Ob./Gyn. 12:3, 57-64, Sept. 1986. \n27-The effect of severe pre-eclampsia on serum transaminases. The Egypt. J. Med. Sci. 7(2): 479-485, 1986. \n28-A study of placental immunoreceptors in pre-eclampsia. The Egypt. J. Med. Sci. 7(2): 211-216, 1986. \n29-Serum human placental lactogen (hpl) in normal, toxaemic and diabetic pregnant women, during pregnancy and its relation to the outcome of pregnancy. Journal of the Egypt. Soc. of Ob./Gyn. 12:2, 11-23, May 1986. \n30-Pregnancy specific B1 Glycoprotein and free estriol in the serum of normal, toxaemic and diabetic pregnant women during pregnancy and after delivery. Journal of the Egypt. Soc. of Ob./Gyn. 12:1, 63-70, Jan. 1986. Also was accepted and presented at Xith World Congress of Gynecology and Obstetrics, Berlin (West), September 15-20, 1985. \n31-Pregnancy and labor in women over the age of forty years. Accepted and presented at Al-Azhar International Medical Conference, Cairo 28-31 Dec. 1985. \n32-Effect of Copper T intra-uterine device on cervico-vaginal flora. Int. J. Gynaecol. Obstet. 23:2, 153-156, April 1985. \n33-Factors affecting the occurrence of post-Caesarean section febrile morbidity. Population Sciences, 6, 139-149, 1985. \n34-Pre-eclamptic toxaemia and its relation to H.L.A. system. Population Sciences, 6, 131-139, 1985. \n35-The menstrual pattern and occurrence of pregnancy one year after discontinuation of Depo-medroxy progesterone acetate as a postpartum contraceptive. Population Sciences, 6, 105-111, 1985. \n36-The menstrual pattern and side effects of Depo-medroxy progesterone acetate as postpartum contraceptive. Population Sciences, 6, 97-105, 1985. \n37-Actinomyces in the vaginas of women with and without intrauterine contraceptive devices. Population Sciences, 6, 77-85, 1985. \n38-Comparative efficacy of ibuprofen and etamsylate in the treatment of I.U.D. menorrhagia. Population Sciences, 6, 63-77, 1985. \n39-Changes in cervical mucus copper and zinc in women using I.U.D.�s. Population Sciences, 6, 35-41, 1985. \n40-Histochemical study of the endometrium of infertile women. Egypt. J. Histol. 8(1) 63-66, 1985. \n41-Genital flora in pre- and post-menopausal women. Egypt. J. Med. Sci. 4(2), 165-172, 1983. \n42-Evaluation of the vaginal rugae and thickness in 8 different groups. Journal of the Egypt. Soc. of Ob./Gyn. 9:2, 101-114, May 1983. \n43-The effect of menopausal status and conjugated oestrogen therapy on serum cholesterol, triglycerides and electrophoretic lipoprotein patterns. Al-Azhar Medical Journal, 12:2, 113-119, April 1983. \n44-Laparoscopic ventrosuspension: A New Technique. Int. J. Gynaecol. Obstet., 20, 129-31, 1982. \n45-The laparoscope: A useful diagnostic tool in general surgery. Al-Azhar Medical Journal, 11:4, 397-401, Oct. 1982. \n46-The value of the laparoscope in the diagnosis of polycystic ovary. Al-Azhar Medical Journal, 11:2, 153-159, April 1982. \n47-An anaesthetic approach to the management of eclampsia. Ain Shams Medical Journal, accepted for publication 1981. \n48-Laparoscopy on patients with previous lower abdominal surgery. Fertility management edited by E. Osman and M. Wahba 1981. \n49-Heart diseases with pregnancy. Population Sciences, 11, 121-130, 1981. \n50-A study of the biosocial factors affecting perinatal mortality in an Egyptian maternity hospital. Population Sciences, 6, 71-90, 1981. \n51-Pregnancy Wastage. Journal of the Egypt. Soc. of Ob./Gyn. 11:3, 57-67, Sept. 1980. \n52-Analysis of maternal deaths in Egyptian maternity hospitals. Population Sciences, 1, 59-65, 1979. \nArticles published on OBGYN.net: \n1- Abdel Karim M. El Hemaly*, Ibrahim M. Kandil, Laila A. S. Mousa and Mohamad A.K.M.El Hemaly.\nUrethro-vaginoplasty, an innovated operation for the treatment of: Stress Urinary Incontinence (SUI), Detursor Overactivity (DO), Mixed Urinary Incontinence and Anterior Vaginal Wall Descent. \nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/ urethro-vaginoplasty_01\n\n2- Abdel Karim M. El Hemaly, Ibrahim M Kandil, Mohamed M. Radwan.\n Urethro-raphy a new technique for surgical management of Stress Urinary Incontinence.\nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/\nnew-tech-urethro\n\n3- Abdel Karim M. El Hemaly, Ibrahim M Kandil, Mohamad A. Rizk, Nabil Abdel Maksoud H., Mohamad M. Radwan, Khalid Z. El Shieka, Mohamad A. K. M. El Hemaly, and Ahmad T. El Saban.\nUrethro-raphy The New Operation for the treatment of stress urinary incontinence, SUI, detrusor instability, DI, and mixed-type of urinary incontinence; short and long term results. \nhttp://www.obgyn.net/urogyn/urogyn.asp?page=urogyn/articles/\nurethroraphy-09280\n\n4-Abdel Karim M. El Hemaly, Ibrahim M Kandil, and Bahaa E. El Mohamady. Menopause, and Voiding troubles. \nhttp://www.obgyn.net/displayppt.asp?page=/English/pubs/features/presentations/El-Hemaly03/el-hemaly03-ss\n\n5-El Hemaly AKMA, Mousa L.A. Micturition and Urinary\tContinence. Int J Gynecol Obstet 1996; 42: 291-2. \n\n6-Abdel Karim M. El Hemaly.\n Urinary incontinence in gynecology, a review article.\nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/abs-urinary_incotinence_gyn_ehemaly \n\n7-El Hemaly AKMA. Nocturnal Enuresis: Pathogenesis and Treatment. \nInt Urogynecol J Pelvic Floor Dysfunct 1998;9: 129-31.\n \n8-El Hemaly AKMA, Mousa L.A.E. Stress Urinary Incontinence, a New Concept. Eur J Obstet Gynecol Reprod Biol 1996; 68: 129-35. \n\n9- El Hemaly AKMA, Kandil I. M. Stress Urinary Incontinence SUI facts and fiction. Is SUI a puzzle?! http://www.obgyn.net/displayppt.asp?page=/English/pubs/features/presentations/El-Hemaly/el-hemaly-ss\n\n10-Abdel Karim El Hemaly, Nabil Abdel Maksoud, Laila A. Mousa, Ibrahim M. Kandil, Asem Anwar, M.A.K El Hemaly and Bahaa E. El Mohamady. \nEvidence based Facts on the Pathogenesis and Management of SUI. http://www.obgyn.net/displayppt.asp?page=/English/pubs/features/presentations/El-Hemaly02/el-hemaly02-ss\n\n11- Abdel Karim M. El Hemaly*, Ibrahim M. Kandil, Mohamad A. Rizk and Mohamad A.K.M.El Hemaly.\n Urethro-plasty, a Novel Operation based on a New Concept, for the Treatment of Stress Urinary Incontinence, S.U.I., Detrusor Instability, D.I., and Mixed-type of Urinary Incontinence.\nhttp://www.obgyn.net/urogyn/urogyn.asp?page=/urogyn/articles/urethro-plasty_01\n\n12-Ibrahim M. Kandil, Abdel Karim M. El Hemaly, Mohamad M. Radwan: Ultrasonic Assessment of the Internal Urethral Sphincter in Stress Urinary Incontinence. The Internet Journal of Gynecology and Obstetrics. 2003. Volume 2 Number 1. \n\n13-Abdel Karim M. El Hemaly. Nocturnal Enureses: A Novel Concept on its pathogenesis and Treatment.\nhttp://www.obgyn.net/urogynecolgy/?page=articles/nocturnal_enuresis\n\n14- Abdel Karim M. El Hemaly. 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