PROBLEMS OF ATOMIC SCIENCE AND TECHNOLOGY
Series: Nuclear and Reactor Constants

since 1971

Русский (РФ)

ISSN 2414-1038 (online)

METHODOLOGY OF THE ESTIMATED CALCULATION OF THE SIZE OF DEPOSITS IN THE ANNULAR CHANNELS OF THE POWER EQUIPMENT OF THE NUCLEAR POWER PLANT ACCORDING TO HYDRAULIC TESTS

EDN: IEIJRG

Authors & Affiliations

Pisarevsky M.I., Mohiuddin S., Golyaev D.I., Fedoseev V.N.
National Research Nuclear University “MEPhI”, Moscow, Russia

Pisarevsky M.I. – Senior Lecturer. Contacts: 31, Kashirskoe shosse, Moscow, 115409. Tel.: +7 (495) 788-56-99; e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it..
Mohiuddin S. – Master's Degree.
Golyaev D.I. – Graduate Student.
Fedoseev V.N . – Associate Professor, Cand. Sci. (Tech.).

Abstract

During the operation of the NPP power equipment, a natural roughness is formed on the heat exchange surfaces, which can serve as reasons for reducing the coolant flow rate due to an increase in friction resistance. The article proposes a method for estimating the size of sediments on structural elements in units of equivalent sand roughness. The movement of a coolant in a narrow annular channel with one rough wall is considered, since it is a simulation model of an equivalent cell of a fuel element. The channel is divided into two layers by a line of zero shear stresses. Each layer has its own thickness, the average speed of the coolant, the law of change of the hydraulic resistance coefficient. A formula is obtained for calculating the coefficient of hydraulic resistance of a rough layer, according to the size of sediments is determined. Validation of the methodology was carried out on three artificial roughness and one natural roughness created by a sandblasting machine. Two-dimensional rectangular, trapezoidal and triangular protrusion are considered as artificial roughness. The difference between the calculated values of the equivalent sand roughness from the reference does not exceed 20 %. The dependences of the pressure drop growth along the length of the annular channel on the size of the equivalent sand roughness are drawn in graph for fixed Reynolds numbers. This dependence on the measured pressure drop allows us to determine the size of the protrusions of sediments.

Keywords
roughness, natural roughness, artificial roughness, equivalent sand roughness, deposits, hydraulic resistance coefficient, annular channel, rectangular channel, rough layer

Article Text (PDF, in Russian)

References

UDC 532.542.4

Problems of Atomic Science and Technology. Series: Nuclear and Reactor Constants, 2022, no. 4, 4:15