Creation of 25kV AC Neutral Section in Bored/Round Tunnel of Delhi MRTS

Author(s):  
Om Hari Pande ◽  
Ashok Tewari ◽  
Sanjeev Kumar ◽  
Rajesh Kumar Singh

Abstract Delhi metro uses 25kV single phase AC traction electric supply to power trains which is usually supplied through a continuous conductor running along the track such as overhead lines. Traction power is supplied from Traction sub stations which can cater a smaller portion of the line. Hence, AC traction system for one line comprises of different sections of suitable length being fed by different sub-stations. The electric power is generated in three phases with each having a phase shift of 120°, there is a possibility of two different traction sections being fed by different phases of power supply. In such condition, to avoid the risk of supply mixing of different phases, there is need to keep these sections isolated from each other. Therefore, a specific arrangement of conductor is done and a neutral section is created, which is preferably an earthed section. A significant portion of metro lines runs underground therefore the neutral section in underground tunnels is provided in a box tunnel constructed through cut and cover method to maintain the required clearances for separation of different phase power supply. The cut and cover method involves temporary acquisition of land, massive excavation followed by a durable covering to support the overhead construction and subsequent restoration of excavated area which takes around 6–8 months in construction. Moreover, neutral section is to be located at a minimum distance of 250 meters from platform having tangent track, zero gradient, no stop signals. Accordingly, there is a need of developing improved and cost-effective technology for providing neutral sections in the AC traction system in underground to reduce the time taken for construction and abolish the present practice of constructing a cut & cover tunnel between two stations. The present invention provides a time and space saving method of incorporating neutral sections in the 25kV AC traction system within the round/bored tunnel by creating a niche in the soffit of tunnel which also ensures all the safety clearances required for making effective neutral sections. The tunnel with circular cross section is bored using tunnel boring machines. The bored tunnel is approximately 5.6m to 5.8m in diameter to house the track, metro train, overhead equipments for electrification. A neutral section is to be housed in the niche created in the ceiling of the round/bored tunnel during the boring process itself. The time spent in boring tunnel utilizing boring machines is considerably less than the time spent in cut and cover method of construction. This Paper present in detail the design concept prepared by DMRC for Creation of 25 KV AC neutral section in Bored/Round Tunnel of Propose Phase-IV of Delhi MRTS. DMRC has also filed a patent for the innovation with Indian Patent Authority.

2020 ◽  
Vol 56 (1) ◽  
pp. 1-14
Author(s):  
P.K. Pandey ◽  
A.K. Raina ◽  
S. Deshmukh ◽  
R. Trivedi ◽  
R. Vajre ◽  
...  

Tunnel boring machines are used for excavating a variety of soils and rocks for circular cross-section tunnels. Several published studies examined the role of rockmass in determining the cutting and advance rate of tunnel boring machines. A comprehensive review of literature was conducted to ascertain the influence of geological conditions on the performance of tunnel boring machines and revealed that different rock characteristics were used to define the tunnel boring machine performance. The progress of the tunnel boring machine was ascribed to the inherent properties of the rockmass, intact rock properties, and surrounding geological conditions. Several authors found that extreme geological conditions strongly influence the advance of the machine. The review revealed that joint spacing, angle between plane of weakness and tunnel axis, rock quality designation, and number of joint sets were the most important variables that influenced the advance rates of the tunnel boring machine. At least 12 intact rock variables were used to define tunnel boring machine performance with one to seven such variables used in combination. The compressive strength, tensile strength, and brittleness index emerged as most crucial intact properties. Rockmass classifications or indices of tunnel boring machine performance were used by different authors to predict their performance and even to define their selection methodology. Use of dynamic properties of rock/rockmass was identified as a grey area for future research by scientists.


2020 ◽  
pp. 444-452

A tunnel boring machine (TBM) is a machine that is used to excavate tunnels with a circular cross-section. TBMs can bore through a variety of ground conditions. Tunnel boring machines are used as an alternative to drilling methods. TBMs have the advantages of limiting the disturbance to the surrounding ground. Predicting the load on cutting tools in tunnel boring machines is important for the mining process. The article presents a proposal for a method of forecasting the load on mining machinery tools. This paper presents current trends in hard rock tunnelling, including the directions of research on automated excavation processes. Particular emphasis is put on the aspects of predicting load variations in the cutterhead tools, which is of vital importance for machine power selection and mining process control, among others. The problem of predicting the load and wear of excavation tools plays an important role in designing and maintaining cutterheads. The effective monitoring of the operation of multi-tool cutterhead knives and their replacement time depend on correct identification of the type and condition of the excavating tool cutting insert. A neural network with a multilayer perceptron structure was used as a prediction tool. The concept of this network type is based on the arrangement of neurons in successive layers. This neural network type is treated as an input-output model. Its parameters include weights and threshold values.


Author(s):  
Tobias Rahm ◽  
Kambiz Sadri ◽  
Christian Koch ◽  
Markus Thewes ◽  
Markus Konig

2018 ◽  
Vol 8 (10) ◽  
pp. 1877 ◽  
Author(s):  
Yong Hu ◽  
Jiyu Tian ◽  
Mingxu Xu ◽  
Hongwei Zhao ◽  
Mingze Wang ◽  
...  

The material of disc cutters is important to full-face tunnel boring machines (TBM). In recent years, disc cutters were optimized and tested by many scholars all around the world. H13(4Cr5MoSiV1) steel is widely used due to its excellent properties, especially in TBM disc cutters. In this paper, H13 steel with optimized composition was prepared and heat treatment. The high temperature compression of H13 steel was conducted at the temperatures ranging from 100 °C to 700 °C, with strain rate at 0.01 s−1. The stress-strain curves, Rockwell hardness and microstructure of H13 steel after compression were obtained and analyzed. The results showed that the compression strength and hardness decreased as the temperature increased; and the compression strength, hardness and ductility decreased rapidly between 600 °C and 700 °C, HR700 (the hardness of H13 steel at 700 °C) only reached 33.23 HRC. It is not recommended for TBM disc cutters to work in an environment over 600 °C.


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