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PRACTICAL SOLUTIONS FOR THE CALCULATION OF HYDRAULIC POWER SYSTEMS NETWORKS FOR THE ROOF SUPPORTS

Sorin Vatavu

First published: 2018-06-20https://doi.org/10.5593/sgem2018/1.3/s03.083View metrics

Abstract

The particularities of the hydraulic system of the roof supports are determined by the repetitive structure specific to the supporting component, by the supply network, by the operating liquid and by the length of the coalface, as well as by the operation principle of the pumping station supplying the execution elements with the average flow given by the load and the resistance of the hydraulic networks. The paper highlights all these particularities bringing forward a series of practical details for calculation of the hydraulic network of the operating systems of the roof supports, the estimation of the pressure losses offering a series of information on the pressure and the operating flows of the pumping station as well as on the energetic consumption in relation to supplied execution element.

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Publication details

Title
PRACTICAL SOLUTIONS FOR THE CALCULATION OF HYDRAULIC POWER SYSTEMS NETWORKS FOR THE ROOF SUPPORTS
Authors
Sorin Vatavu
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 18th International Multidisciplinary Scientific GeoConference SGEM2018, Science and Technologies in Geology, Exploration and Mining
Publisher
STEF92 Technology
Year
2018
Pages
655-662
SWS Citekey
Vatavu20183655662
ISSN
1314-2704
ISBN
978-619-7408-37-9
Language
en
Publication type
Conference Paper
Keywords
References4
  1. Idelcik, I.E., Îndrumător pentru calculul rezistențelor hidraulice, Editura Tehnică, România, 1984, pp. 29-31, 74-81.

  2. Kiselev. P.G., Îndreptar pentru calcule hidraulice, Editura Tehnică, România, 1988, pp. 40-62.

  3. Horin, V.N., Obiemnîi gidroprivod zaboinogo oborudovania, Moskva, Izdatelstvo Nedra, 1980, pp. 22-25.

  4. Pătrașcu, P., Vătavu, S., Hidraulica mașinilor miniere. Elemente de acționări hidraulice. Editura Universitas, Petroșani, 2006, pp. 29-38;

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