Published 2000 | Version v1
Miscellaneous

Off-design performance prediction of centrifugal pumps by using TEIS model and two-zone model

  • 1. Pohang Univ. of Science and Technology, Pohang (Korea, Republic of)

Description

In this study, an off-design performance prediction program for centrifugal pumps is developed. To estimate the losses in an impeller flow passage, two-zone model and Two-Element In Series(TEIS) model are used. At impeller exit, the mixing process occurs with an increase in entropy. In two-zone model, there are both primary zone and secondary zone for an isentropic core flow and an average of all non-isentropic stream tubes respectively. The level of the core flow diffusion in an impeller was calculated by using TEIS model. While internal losses in an impeller are automatically estimated by using the above models, some empirical correlations for estimating external losses, for example, disk friction loss, recirculation loss and leakage loss are used. In order to analyze the vane less diffuser flow, the momentum equations for the radial and tangential directions are used and solved together with continuity and energy equations

Part of:
Proceedings of the KSME 2000 spring annual meeting B

Additional details

Publishing Information

Publisher
KSME
Imprint Place
Seoul (Korea, Republic of)
Imprint Title
Proceedings of the KSME 2000 spring annual meeting B
Imprint Pagination
978 p.
Journal Page Range
p. 574-579

Conference

Title
KSME 2000 spring annual meeting B
Dates
20-22 Apr 2000
Place
Ulsan (Korea, Republic of)

INIS

Country of Publication
Korea, Republic of
Country of Input or Organization
Korea, Republic of
INIS RN
36036281
Subject category
S42: ENGINEERING;
Resource subtype / Literary indicator
Conference, Non-conventional Literature
Descriptors DEI
CENTRIFUGAL PUMPS; CONTINUITY EQUATIONS; DIFFUSERS; ENERGY LOSSES; FLOW MODELS; FRICTION; ISENTROPIC PROCESSES; PERFORMANCE; STREAMS
Descriptors DEC
DIFFERENTIAL EQUATIONS; EQUATIONS; EQUIPMENT; LOSSES; MATHEMATICAL MODELS; PARTIAL DIFFERENTIAL EQUATIONS; PUMPS; RIVERS; SURFACE WATERS

Optional Information

Notes
10 refs, 11 figs, 1 tab