See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/292137796 Paramesha PIICON 2014 07117734 Data · January 2016 CITATIONS READS 0 244 1 author: Vishwanath Hegde Malnad College of Engineering 29 PUBLICATIONS 248 CITATIONS SEE PROFILE All content following this page was uploaded by Vishwanath Hegde on 28 January 2016. The user has requested enhancement of the downloaded file. Techno-economic Reasons for Construction of Electrical Substations on Step-like Ground Surface and Related Open Issues K Paramesha Karnataka Electricity Regulatory Commission Bangalore, 560001, India kparamesha@gmail.com Abstract — This paper is intended to analyze the reasons behind the Construction of Electrical Substations by the utilities on Step-like ground surfaces. Due to urbanization and increased cost of land, the Electrical Power Transmission utilities are finding it very difficult to get suitable uniform levelled land for construction of substations. This has made the utilities to use the available land area and design tailor made substation layouts. This paper deals with the technical and economic aspects of such problems and that for the commonly adopted solution – construction of substation on step-like ground. Two of the already constructed substation will be taken for illustration. Further, the open problem associated with the grounding for such substations will be enumerated giving the direction for the future work. Keywords— Substation grounding, Construction on steplike ground, cost of levelling. I. INTRODUCTION Electrical power plays a major role in the economic development of the nation as the modern society is totally dependent on the electrical power for their day-to-day needs. This requirement has made power companies to adhere to stringent reliability and quality standards so as to maintain continuous power supply to the end consumers. Practically, the generation and utilization centres do not co-exist. Typically, the generation availability would be far away from the loads and the generated power needs to be carried to the load centres through long transmission lines [1]. Transmission of power from the point of generation to the load centres is facilitated by high voltage transmission lines and the loads are catered through different voltage substations as per the requirement [1]. Electrical substation plays a key role in power transmission system and houses equipments for transferring and controlling the electrical energy across different voltage levels. The reliability and availability of substation is most important for providing continuous power supply to the consumers. The Electrical substation mainly contains power transformers, 978-1-4799-6042-2/14/$31.00 ©2014 IEEE Vishwanath Hegde Department of Electrical Engineering Malnad College of Engineering Hassan, 573 201, India hegde_mce@rediffmail.com switch gears, control and protective relays, current and voltage transformers, lightning arrestors, incoming and outgoing lines and associated bus bar arrangements. An elaborative earthing arrangement will be necessary at the substation for several reasons: (i) during an earth fault in the transmission system, the fault current finds its path through soil towards the substation where the neutral grounding is employed. The convergence of this large magnitude current raises the potential and potential gradient in the soil posing serious threat to the personnel at the substation. Therefore, an elaborate grounding/earthing arrangement and earth mat design [3] is necessary to limit the magnitude of step and touch potential to safe levels and (ii) every equipment in the Electrical substation needs to be earthed properly to facilitate operation of the protective devices to quickly isolate the faulty section. During the monopolar operation of the HVDC line, earth serves as a return conductor and very good substation earthing is necessary not only to ensure safe operation but also to minimize the energy loss. It may be noted here that the present work is mainly on HVAC systems and therefore, above issue is not relevant and hence not discussed. The earth mat is interconnected to individual earth connections of all equipments. The chemical treatment around the earth mat strips would be applied for better bonding of earth around the earth strips. The typical dimensions of substations constructed by utilities with minimum number of terminal bays are as follows: a) b) c) d) 400 kV substation: 400 m X 450 m 220 kV substation: 150 m X 200 m 110 kV substation: 60 m X 80 m 66 kV substation: 40 m X 60 m The actual dimension of the substation can be larger when higher number of terminal bays are employed. The typical substation earth mat is designed as per the standards to keep touch and step potentials within the safe limits [3]. The size and spread of earth mat in a substation depends on the earth resistance and area available for construction of earth mat and also the method of design. In a substation constructed in an area of 40 m X 60 m dimension, typically, three fourth of the area would be covered by earth mat. At present, availability of land with uniform surface (levelled land) to the extent stated above is becoming very difficult to find. The main reasons are urbanization, increasing cost of land and non-availability of suitable size of land. This has forced the utilities to construct substations in the available land itself with tailor made and modified layouts. The objective of the present work is to study the technoeconomic factors which force the utilities to construct substations in a non-uniform un-levelled terrain trimmed into different levels (steps). II. PRESENT WORK As indicated earlier, because of cost of land and urbanization, the land available for construction of the substations are becoming very scarce to the extent of required dimensions. The land which are found to be available many a times have non-uniform level (as shown in Fig. 1). Now, if the substations are to be constructed on a levelled land from the topography of land shown in Fig.1, the construction cost of the substation by levelling of the land would become higher as explained in the case studies taken up below. Fig. 1. Non–uniform land for substation construction 2.1 Case studies Step 1 Step 2 Step 3 (Level difference = 1.54 Mtrs) Fig. 2. side view of a substation constructed on step-like ground (involving three steps Thallak, KPTCL) The cutting and filling involved for a Techno-economical construction of above substation in step like land surface is given in the table I. Table I- Cutting and filling Requirement in the substation area 220 kV Yard Control Room, Road and 100 MVA Transformer area 66 kV Yard Total Economical Level RL-M 100.76 99.22 Cutting in Cu-M 4179 1746 Filling in Cu-M 4151 1728 97.88 2991 8916 2958 8837 From the above table, a total of 8916 cubic meter and 8837 cubic meter of cutting and filling has to be carried out for a substation constructed in step like land surface. A simple calculation of cutting and filling for normal dry soil for the above would be Rs. 14.91 Lakh (with only Rs. 84 per cubic meter of cutting and filling charges [2]). But, the same substation, if decided to be constructed by levelling the surface into a uniform single level surface, the requirement of cutting and filling would be almost doubled with a cost of Rs. 29.82 Lakhs. This would have cost impact along with associated technical issues discussed later. Case study 1 Typical substations constructed in step levels by the utilitiy in order to retain the originality of the soil and to reduce the cost of project are discussed below: Case study 2 A 220/66kV substation is constructed in a place called Thallak in Karnataka, wherein there are three different levels in the substation area as shown in Fig. 2. The cutting and filling details in the substation was planned as 14785 cubic meter and 19799 cubic meter respectively. Here the case is somewhat different, which calls for more filling A 220/66 kV substation is constructed in a place called Chikkamagalur in Karnataka which has two different levels in the substation area as shown in Fig. 3. compared to cutting, that means the soil has to be brought from outside for filling with a cost double that of cutting cost i.e Rs. 164 per cubic meter [2]. This clearly shows that, when the entire land for the substation is to be levelled to have a uniform levelled land surface, the cost of cutting and filling along with the cost of extra soil to be filled would cost more than double along with other technical issues discussed later. 2.2 General technical issues Apart from the economic issue, there exists a few technical issues with land filling and it will be dealt here. Even after a careful land filling, the originality of the earth would be lost even though Proctor density as per standard is maintained after leveling [4]. After cutting and filling is carried out for leveling, the filled up soil would have problems associated with soil conductivity because, the original soil density would have been lost. The other problem associated with the levelled land by above process could be, running away of the loose soil if proper retaining walls at intermediate levels are not provided to check the displacement of soil, which would once again add to the cost of civil work. Also, the filled soil in the substation yard may yield when the movement of heavy equipment like power transformer may take place, if sufficient care is not taken while making provision for roads in the substation yard. It can therefore be concluded that both cost and importantly the other related technical issues do not favour construction of substation by levelling the uneven ground. Fig. 4 . Substation with three levels The construction of substations involve cutting and filling of the land to install equipment in different level in the form of step like formation and the involved civil works as against the total approximate cost of substation is given in table II. Table II. Typical cost of different Voltage substations and the civil cost in KPTCL 400 kV Approximate Cost of substation in Rs. Crores: 90 Approximate Cost of Civil works in Rs. Crores 12 to 14 220 kV 35 1 to 1.5 2.3 Alternative approach 110 kV 5 to 8 0.5 to 0.6 As an alternative, the substations layout can be designed retaining the major ground level, which invariably calls for different bays/sections placed at different ground levels. This will not only retain the soil stability but also would lead to reduced civil works. As practical examples, Figs. 3 & 4 presents two of the working KPTCL substations which are constructed at two to three steps owing to non-availability of levelled land. 66 kV 5 to 8 0.5 to 0.6 Voltage Class of Substation III. ISSUES PERTAINING TO GROUNDING While the construction of substation in step-like terrain is a practically employed solution, a closer look into the substation grounding indicates several open issues. The associated technical challenges, which need suitable quantitative answers, are: 1. The earth termination resistance at different points in the substation: As such, the international standards including IEEE deals with analytical and empirical formulas for substation earthing resistance, step and touch potentials only for the case of construction on levelled earth [3 - 9]. Therefore there is an urgent need to reliably scrutinise and quantify these quantities for substation constructed on step-like land surface. Fig. 3. Substation with two levels 2. Ground grid interconnections between earth mats laid in different levels and their impact on current distribution during the fault. Variation of the step and touch potential between the different levels for different injection point needs a careful adjudication. [6] 3. Finally, considering the practical demand for construction of substation at step-like land surface, it is necessary to search for critical issues with the grounding and possibly develop general guidelines for a safe ground grid design methods. In other words, more research efforts are necessary for handling this problem of imminent practical interest. IV. SUMMARY AND CONCLUSIONS Availability of levelled land for the construction of power substation is becoming increasingly difficult. Both from economic point of view, as well as, due to associated technical issues, levelling the ground surface is not suggested. This has forced the utilities to construct substations in the available land with tailor made and modified layouts, which invariably results in bays at different ground levels. The associated techno-economic issues are explained in this paper. Further, in the present work, a very critical technical issue pertaining to substation constructed on step-like land surface is brought out. It is noted that the prevailing international/national standards do not address the earthing design for substation constructed on step-like land surface. Therefore it is stated that there is an urgent need to quantitatively evaluate the earthing resistance, step and touch potentials for such substation earthing. At present the research is in progress to find out the answers to the issues of practical importance discussed in the present work. ACKNOWLEDGMENT Authors thank Prof. Udaya Kumar of Indian Institute of Science, Bangalore, for his valuable discussions and suggestions. Authors also thank the authorities of Karnataka Power Transmission Corporation Limited (KPTCL) for the images and information on the substations constructed in step like land surface. REFERENCES [1] [2] [3] [4] [5] Allen J Wood and Bruce F. Wollenberg “Power generation, Operation and Control”, Wiley Interscience Publications, John Wiley & sons, Inc, 2nd Edition, 1996. Karnataka Power Transmission Corporation Limited (KPTCL), “Schedule of Rates”, 1.4.2013. IEEE standard 80-2000, “IEEE Guide for Safety in AC Substation Grounding”. Indian Standards equivalence of modified Proctor test (heavy compaction) (IS: 2720, Part VIII-1983). Dawalibi F. P., and Mukhedkar, D., “Resistance measurement of large grounding systems,” IEEE Transactions on Power Apparatus and Systems, vol. PAS-98, no. 6, pp. 2348–2354, Nov./Dec. 1979. 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