ELECTROTEHNICĂ, ELECTRONICĂ, AUTOMATICĂ, 60 (2012), nr. 3 22 Parabola and Catenary Equations for Conductor Height Calculation Alen HATIBOVIC ∗ Abstract This paper presents new equations for conductor height calculation based on the known maximal sag. The equations can be directly applied for plotting the conductor curve after a completed sag-tension calculation for planning and designing overhead lines. The basic differences between the parabola and the catenary curves are also discussed. The validity of the shown formulas has also been proved by some numerical examples. Keywords: transcendental functions, algebraic functions, overhead lines, leveled span, inclined span, sag 1. Introduction The origin of the x-y coordinate system for sag-tension calculation is generally put at the top of the conductor curve [1]. However, it is more advantageous to set the origin to the bottom of the left-hand side support of the span for defining the equation for the conductor height. By this way the ycoordinate presents the height of the conductor curve related to x-axis. The distance of conductor’s arbitrary point from the y-axis is then the distance from the lefthand side support. This paper shows both the catenary and the parabola equations under this condition. The actual conductor curve can be described by a catenary function, i.e. by the hyperbolic cosine function, which belongs to the group of the transcendental functions. The parabola curve can be described by a quadratic function, which belongs to the group of the algebraic functions. The basic difference between the algebraic and transcendental functions is in their exponent. While the exponent of the algebraic functions is permanent, it is varying in the case of transcendental functions. Despite the fact that the parabola and the catenary functions are mathematically quite different, their curves can be very similar. Therefore, when planning overhead electrical lines the catenary is often approximated by the parabola, since it results in a significant simplification of the calculation. It is acceptable, because in most of the cases the difference between the catenary and the parabola is negligible [2]. It is a generally accepted fact in the literature that the conductor curve can be approximated by a parabola for spans up to about 400 metres. For longer spans the exact catanary based calculation shall be used, because the difference between the catenary and the parabola curves cannot be ignored. 2. Catenary equation The top of the catenary curve is located at the point (0,c) as it is shown in Figure 1, see curve y1. y y1=c·cosh(x/c) (0; c) y2=c·cosh(x/c) - c x Figure 1. Graphs of catenary curves Its basic equation is the following [3]: ∗ Alen HATIBOVIC, Senior engineer for electrical network development, EDF DÉMÁSZ Hálózat, Szeged, Hungary, [email protected] y = c ⋅ ch(x / c ) (1) ELECTROTEHNICĂ, ELECTRONICĂ, AUTOMATICĂ, 60 (2012), nr. 3 For the determination of the catenary equation it is necessary to know its parameter c (c >0). It can be obtained by using the sag-tension calculation for planning overhead lines. When the origin of the coordinate system is at the top of the catenary curve, the equation becomes: y = c ⋅ ch( x / c ) - c (2) After this step the origin shall be moved to the bottom of the left-hand side support of the span according to Figure 2. y MIN y MIN x MIN x Figure 2. Catenary curve in an inclined span This figure shows an inclined span with a vertex at point MIN.The equation for conductor height will be defined by the following data: c – parameter of the catenary curve xMIN – x coordinate of the vertex point yMIN – y coordinate of the vertex point The final catenary equation for conductor height is (3). Its exponential form is given by (4). The interval is always x ∈ [0,a], so it is not necessary to be written each time. y = c ⋅ ch c y = e 2 x − x MIN − c + y MIN c x − x MIN c +e − x − x MIN c − c + y MIN (3) (4) Both of the two equations are universal, since these are valid in the case of any type of inclined span (h1<h2 or h1>h2) and in the case of leveled span (h1=h2=h), too. So by (3) or (4) it is possible to calculate the conductor height at any point of the span. It can be seen in (4) that the x variable is located at the exponent, which is an important feature of transcendental functions. In the case of leveled spans the equations 23 (3) and (4) get simpler forms given in (5) and (6) on the basis of the known maximal sag bmax. The height of the two supports is denoted with h. y = c ⋅ ch x − a/2 − c + h − bmax c x −a / 2 − c y = e c + e 2 x−a / 2 c − c + h − bmax (5) (6) 3. Parabola equation There is a very important defference between the parabola and the catenary concerning the maximal sag of the conductor. Since the maximal sag of the parabola is always located at a mid-span, both in the case of leveled and inclined spans, the maximal sag of the catenary in an inclined span is slightly moved toward the higher suspension point of the conductor. This is one of the reasons of the simplicity of the parabola based calculation in comparison to the catenary based calculation. When the maximal sag of the parabola is known it is possible to obtain the parabola equation for the conductor height, since the parabola is defined by any three points of its curve. In case of the catenary it is more difficult, because it is necessary to know both the parameter of the catenary c and the coordinates of the vertex point according to the base equation (3). So the knowledge of the maximal sag is not enough for the determination of the catenary. The standard equation of the parabola is (7), y = Ax 2 + Bx + C (7) where A, B and C are the coefficients of the parabola. The coefficient A defines the shape of the parabola curve. If A>0, the curve has the minimum [4], [5], and if A<0, the curve has the maximum. It will be mathematically proved later that in the case of the equation for the conductor height the coefficient A is positive. 3.1. Parabola equation by three points Figure 3 demonstrates the applied method for an inclined span with h1<h2. Points A and B are the suspension points of the conductor, while C is the conductor point at a mid-span. ELECTROTEHNICĂ, ELECTRONICĂ, AUTOMATICĂ, 60 (2012), nr. 3 24 The parameters shown in Figure 3 are the following: a – span length h1 – height of the left-hand side suspension point h2 – height of the right-hand side susp. point xMIN – x coordinate of the vertex point yMIN – y coordinate of the vertex point A= h1 0 1 h2 h1 + h 2 − b max 2 a a 2 1 0 a2 2 a 2 1 1 B(a ;h 2) h2 y h 1 A(0;h 1) C MIN yc y MIN B = 0 a2 2 a 2 0 a a 2 2 x MIN 0 a /2 a Figure 3. Parabola curve in an inclined span with h1<h2 Since the curve is a parabola, the maximal sag bmax is located at x=a/2. The lefthand side and the right-hand side suspension points A(0;h1) and B(a;h2) are always known points. The third necessary point C is obtained by the known maximal sag (8). The value of the maximal sag can be obtained from the sag-tension calculation. a h +h C ; 1 2 − bmax 2 2 (8) Based on the three points of the parabola the system of three algebraic equations (9)(11) can be written by utilizing of the standard equation of the parabola (8): C = h1 (9) Aa 2 + Ba + C = h2 (10) 2 A(a / 2) + B (a / 2) +C = (h1 + h2 ) / 2 −bmax (11) Writing these equations in the matrix form P·x=Q and using the Cramer’s rule [6], [7] to find the solution, the unknown coefficients of the parabola A and B can be obtined by: x j = det(P j ) / det(P) (j=1, 2, 3 ) (12) = a 2 a 2 h − h 1 − 4 b max = 2 a 4 b max a2 (13) 1 h1 h2 h1 + h 2 − b max 2 0 x 1 0 1 a a 2 1 1 1 1 = (14) 1 After the substitution of the coefficients A, B, C into (7), the equation for the conductor height gets its final form (15): y= 4bmax 2 h2 − h1 − 4bmax x + x + h1 a2 a (15) This is a universal equation of the parabola, since it is usable for both leveled and inclined spans. In the case of the leveled span the equation (15) changes into (16) and the coefficients change into (17). y= A= 4bmax 2 4bmax x − x+h a2 a 4bmax a2 B= − 4bmax a (16) C=h (17) There is a very important consequence from (15) and (16): beside the same span length and maximal sag both in leveled and inclined spans, the coefficient A of the parabola does not change. The validity and usability of (15) and (16) will be proved in the following three examples, one for a leveled and two for inclined spans. Example 1. Leveled span (h1=h2=h) a=200m; h=18m; bmax=8m; y(x)=? ELECTROTEHNICĂ, ELECTRONICĂ, AUTOMATICĂ, 60 (2012), nr. 3 y [m ] y = 8 ⋅ 10 −4 x 2 − 16 ⋅ 10 −2 x + 18 (18) 18 16 14 12 10 8 6 4 2 0 0 25 50 75 100 125 150 175 200 x [m] Figure 4. Parabola curve from example 1. (leveled span) Example 2. Inclined span (h1<h2) a=200m; h1=18m; h2=34m; bmax=8m; y(x)=? y = 8 ⋅ 10 −4 x 2 − 8 ⋅ 10 −2 x + 18 (19) 32 28 y [m] 24 20 16 25 examples it has been proved that the equation for the conductor height (15) is correct and universal, since it can be used in each type of the span. Therefore, we do not pay attention to either h1<h2 or h1>h2, because the input data is the same in each case of the tasks. We have also seen that in the case of the equation for the conductor height, the coefficient A of the parabola is always positive, since the span length and the maximal sag of the parabola are also positive. Therefore, the conductor curve has the minimum. Let us mention that the vertex of the parabola and the lowest point of the conductor are generally the same point (point MIN) and xMIN ∈ [0,a], like in each of the previous figures. Figure 7. shows one rare case of the inclined span when the vertex point MIN is out of the span, i.e. xMIN ∉ [0,a]. In this case the lowest point of the conductor (point M) is equal with the lower suspension point of the span. For the appropriate presentation of this rare case [8] the parabola curve is shown in an interval x ∈ [0, 2xMIN ]. 12 8 4 0 0 25 50 75 100 125 150 175 200 x [m] Figure 5. Parabola curve from example 2. (inclined span with h1<h2) Example 3. Inclined span (h1>h2) a=200m; h1=34m; h2=18m; bmax=8m; y(x)=? y = 8 ⋅ 10 −4 x 2 − 24 ⋅ 10 −2 x + 34 (20) Figure 7. Inclined span with M ≠ MIN 32 28 3.2. Parabola equation in the vertex form y [m ] 24 Beside the standard equation of the parabola (7) its vertex form is also often used (21). Equation (7) can be transformed into form (21) by using (22): 20 16 12 8 4 2 y = A(x − x MIN ) + y MIN 0 0 25 50 75 100 125 150 175 (21) 200 x [m] Figure 6. Parabola curve from example 3. (inclined span with h1>h2) The vertex of the curve is shown in each last three figures and they will be needed in the next paragraph 3.2. With the help of the previous three 2 4 AC − B 2 B y = A x + + 2A 4A (22) According to (22) the coordinates of the vertex point can be defined as (23) and (24): ELECTROTEHNICĂ, ELECTRONICĂ, AUTOMATICĂ, 60 (2012), nr. 3 26 x MIN = − B a h − h1 = 1 − 2 2A 2 4bmax (23) 2 y MIN h −h 4 AC − B 2 = = h1 − bmax 1 − 2 1 (24) 4A 4bmax Substituting (23) and (24) into (21), the vertex form of the equation for the conductor height (25) is obtained: 2 y= 4bmax a2 a h2 − h1 + x − 1 − 2 4bmax h − h1 + h1 − bmax 1 − 2 b 4 max 2 (25) In the case of the leveled span the vertex coordinates become xMIN=a/2 and yMIN=h–bmax, so the previous equation changes into (26): instead of the maximal sag bmax. Knowing the mathematical connection (30) between the coefficient A of the parabola and its parameter p, the identity (31) is obtained. p= 1 2A 4bmax 1 = 2 a 2p ⇒ A= ⇒ 1 2p bmax (30) a2 = 8p (31) The parameter p always has a positive sign. Generally, the coefficient A of the parabola can be positive or negative, but since in our case it is always positive, there are not any problems with signs in (30). Using identity (31), the equation for the conductor height can be written both in a standard form (32) and in a vertex form (33) of the parabola equation: 2 4b a y = max x − + h − bmax 2 a 2 (26) By using equation (25) it is easy to calculate the coordinates of the vertex point. So, by equations (26) and (25) we can now write the equations in the vertex form of the parabola from examples nr. 1, 2 and 3, as it is shown below: Example 1. Leveled span (h1=h2=h) Vertex point MIN (100;10) 2 y = 8 ⋅ 10 −4 ( x − 100) + 10 (27) Example 2. Inclined span (h1<h2) Vertex point MIN (50;16) 2 y = 8 ⋅ 10 −4 ( x − 50 ) + 16 2 a 1 2 h2 − h1 x + − x + h1 2p 2 p a (32) 2 1 a 2p y= x − 1 − 2 (h2 − h1 ) + h1 − 2p 2 a − 1 a 2 p 1 − 2 (h2 − h1 ) 2p 2 a 2 (33) In a special case when the suspension points on two supports are on the same elevation, the previous two equations get simple forms as (34) and (35): y= 1 2 a x − x+h 2p 2p y= 1 a a2 x h − + − 2p 2 8p (28) (34) 2 Example 3. Inclined span (h1>h2) Vertex point MIN (150;16) y = 8 ⋅ 10 −4 ( x − 150) + 16 y= (29) Since the vertex point and its coordinates are already shown in Figures 4., 5. and 6., it is easy to check the results of the numerical calculation for defining xMIN and yMIN. It can be concluded that the results are correct. 3.3. Parabola equation with a parameter p Hereunder shall be shown how the equation for the conductor height shall be defined by the parameter of the parabola p (35) 4. Usage of the parabola equations for the conductor height Any of the above presented equations are useful for calculating the conductor height and for plotting the graph of the conductor line as well. For solving other tasks the appropriate one has to be chosen from the shown equations depending on the actual task. Equation (15) as the standard form of the parabola equation is very practical for a quick ELECTROTEHNICĂ, ELECTRONICĂ, AUTOMATICĂ, 60 (2012), nr. 3 finding of the first derivative y’(x) and the second derivative y”(x) of a function [9]. The x coordinate of the vertex can be obtained by solving y’(x)=0. After that it is easy to define the y coordinate of the vertex by solving yMIN=y(xMIN). This method will be shown numerically in equation (20) from the example 3. We already know that the vertex point is MIN(150;16), but it can be checked with the method below. y ( x ) = 8 ⋅ 10 −4 x 2 − 24 ⋅ 10 −2 x + 34 y ' ( x ) = 16 ⋅ 10 −4 x − 24 ⋅ 10 −2 y' ( x) = 0 ⇒ x MIN 16 ⋅ 10 −4 x MIN − 24 ⋅ 10 −2 = 0 x MIN = 24 ⋅ 10 −2 = 150 16 ⋅ 10 −4 ⇒ y MIN = y ( x MIN ) y MIN = 8 ⋅ 10 −4 ⋅ 150 2 − 24 ⋅ 10 −2 ⋅ 150 + 34 = 16 MIN ( x MIN ; y MIN ) = MIN (150;16) As it can be seen the same results prove the validity of the shown method for using equation (15) for defining the vertex point. Equation (25) as the vertex form of the parabola equation has an even bigger usability than the equation (15). Beside the determination of the vertex point and the coefficient A, it can be used to replace the conductor curve within the x-y coordinate system. A concrete example of such an application is the following formula [10] for the determination of the conductor length in inclined spans on the basis of the known maximal sag of the parabola. L= a2 16bmax + arsh 8bmax arsh a 2 (a − xMIN ) + 8bmax xMIN + a2 2 8b (a − xMIN ) 1 + 8bmax (a − xMIN )2 + + max 2 2 a a 8b 8b xMIN 1 + max + max xMIN 2 2 a a 2 (36) For deriving a formula (36) the curve had 27 to be appropriately replaced within the x-y coordinate system in order to make possible the integral calculus for the conductor length. In the case of the leveled span the previous formula has a much simpler form: 4b 4b a2 4b L= arsh max + max 1 + max 8bmax a a a 2 (37) 5. Conclusions The equation for conductor height defined by the parabola equation has more variations than the one obtained by the catenary equation. The simplicity of defining the parabola equation is partly due to the fact that the maximal sag of the parabola is always located at a mid-span, either it is a leveled or an inclined span. In the case of a catenary this rule is not valid. As it is shown, the parabola gives a possibility to find a solution in different ways, so it ensures an effective way of checking the results. These are some of the reasons for the frequent usage of the parabola, when the difference between the parabola and the catenary is insignificant. Through the numerical examples we have seen the way of obtaining the equation for the conductor height in the case of any type of the span. It has also been shown how to define the coordinate of the vertex point. The vertex is very often equal with the lowest point of the conductor and in the case of the inclined span it is one critical point of the conductor, so its checking is highly recommended. The special case of the inclined span has also been discussed, when the vertex point is out of the span. Using different variations of the parabola equation for the conductor height the validity of shown equations has been proved through numerical examples. A very important result of the shown 3 examples is that in the case of the same span length a and the value of the maximal sag bmax, both in leveled and inclined span, the coefficient A of the parabola does not change. This paper highlighted this important characteristic of the parabola. 6. Acknowledgment This paper presents the main part of EDF DÉMÁSZ project called Designer Programme, which entered the 19. 28 ELECTROTEHNICĂ, ELECTRONICĂ, AUTOMATICĂ, 60 (2012), nr. 3 Hungarian Innovation Award Competition. The Designer Programme as a recognised innovation got into the Innovation Award 2010 book under number 12. 7. References [1] CIGRÉ 324, Sag-tension calculation methods for overhead lines, CIGRÉ 2007 [2] HATIBOVIC A., Usage of Parabola Calculation for Planning of Electrical Overhead Network, ENELKO conference, Kolozsvár 2011 [3] PANSINI A., Electrical Distribution Engineering, The Fairmont Press, Inc., 2007 [4] GUSTAFSON D., FRISK P. and HUGHES J., College Algebra, CENGAGE Learning 2010 [5] OBÁDOVICS GY., Matematika, SCOLAR Budapest 2012 [6] TURKINGTON D. A., Mátrix Calculus & ZeroOne Matrices, CAMBRIDGE 2005 [7] GENTLE J. E., Matrix Algebra, Springer 2007 [8] HATIBOVIC A., TOMIC M., Determination of the lowest point of conductor for inclined spans, CIGRÉ conference, Sarajevo 2011 [9] OBÁDOVICS GY., Felsőbb matematikai feladat-gyűjtemény, SCOLAR Budapest 2002 [10]HATIBOVIC A., Integral Calculus Usage for Conductor Length Determination on the Basis of Known Maximal Sag of a Parabola, Periodica Polytechnica Electrical Engineering, Budapest University of Technology and Economics 2012 8. Biography Alen HATIBOVIČ was born in Tuzla (Bosnia-Herzegovina), on October 1, 1966. He graduated from University of Tuzla, Faculty of Electrical Engineering in Tuzla (Bosnia-Herzegovina), in 1992. He is a senior engineer for electrical network development and works for EDF DÉMÁSZ in Szeged (Hungary). His research interests concern: distribution of electric energy, planning and designing electrical network (especially overhead lines).
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