Design of open rectangular and trapezoidal channels

C. P. González; P. E. Vera; G. Carrillo; S. García

doi:10.1088/1742-6596/1002/1/012006

Design of open rectangular and trapezoidal channels

C. P. González, P. E. Vera, G. Carrillo, S. García

Research output: Contribution to journal › Conference and proceedings › peer-review

Abstract

In this work, the results of designing open channels in rectangular and trapezoidal form are presented. For the development of the same important aspects were taken as determination of flows by means of formula of the rational method, area of the surface for its implementation, optimal form of the flow to meet the needs of that environment. In the design the parameter of the hydraulic radius expressed in terms of the hydraulic area and wet perimeter was determined, considering that the surface on which the fluid flows is the product of the perimeter of the section and the length of the channel and where shear is generated by the condition of no slippage.

Original language	English
Article number	012006
Journal	Journal of Physics: Conference Series
Volume	1002
Issue number	1
DOIs	https://doi.org/10.1088/1742-6596/1002/1/012006
State	Published - 5 Apr 2018
Event	1st Multi-Campus Meeting on Basic Science - Medellin, Colombia Duration: 29 Sep 2017 → 29 Sep 2017

Bibliographical note

Publisher Copyright:
© Published under licence by IOP Publishing Ltd.

Access to Document

10.1088/1742-6596/1002/1/012006

Cite this

@article{dfd55f73aa3a492c8e4b83cb23b57a72,

title = "Design of open rectangular and trapezoidal channels",

abstract = "In this work, the results of designing open channels in rectangular and trapezoidal form are presented. For the development of the same important aspects were taken as determination of flows by means of formula of the rational method, area of the surface for its implementation, optimal form of the flow to meet the needs of that environment. In the design the parameter of the hydraulic radius expressed in terms of the hydraulic area and wet perimeter was determined, considering that the surface on which the fluid flows is the product of the perimeter of the section and the length of the channel and where shear is generated by the condition of no slippage.",

author = "Gonz{\'a}lez, {C. P.} and Vera, {P. E.} and G. Carrillo and S. Garc{\'i}a",

note = "Publisher Copyright: {\textcopyright} Published under licence by IOP Publishing Ltd.; 1st Multi-Campus Meeting on Basic Science ; Conference date: 29-09-2017 Through 29-09-2017",

year = "2018",

month = apr,

day = "5",

doi = "10.1088/1742-6596/1002/1/012006",

language = "Ingl{\'e}s",

volume = "1002",

journal = "Journal of Physics: Conference Series",

issn = "1742-6588",

publisher = "IOP Publishing Ltd.",

number = "1",

}

TY - JOUR

T1 - Design of open rectangular and trapezoidal channels

AU - González, C. P.

AU - Vera, P. E.

AU - Carrillo, G.

AU - García, S.

N1 - Publisher Copyright: © Published under licence by IOP Publishing Ltd.

PY - 2018/4/5

Y1 - 2018/4/5

N2 - In this work, the results of designing open channels in rectangular and trapezoidal form are presented. For the development of the same important aspects were taken as determination of flows by means of formula of the rational method, area of the surface for its implementation, optimal form of the flow to meet the needs of that environment. In the design the parameter of the hydraulic radius expressed in terms of the hydraulic area and wet perimeter was determined, considering that the surface on which the fluid flows is the product of the perimeter of the section and the length of the channel and where shear is generated by the condition of no slippage.

AB - In this work, the results of designing open channels in rectangular and trapezoidal form are presented. For the development of the same important aspects were taken as determination of flows by means of formula of the rational method, area of the surface for its implementation, optimal form of the flow to meet the needs of that environment. In the design the parameter of the hydraulic radius expressed in terms of the hydraulic area and wet perimeter was determined, considering that the surface on which the fluid flows is the product of the perimeter of the section and the length of the channel and where shear is generated by the condition of no slippage.

UR - http://www.scopus.com/inward/record.url?scp=85046108820&partnerID=8YFLogxK

U2 - 10.1088/1742-6596/1002/1/012006

DO - 10.1088/1742-6596/1002/1/012006

M3 - Ponencia publicada en las memorias del evento con ISSN

AN - SCOPUS:85046108820

SN - 1742-6588

VL - 1002

JO - Journal of Physics: Conference Series

JF - Journal of Physics: Conference Series

IS - 1

M1 - 012006

T2 - 1st Multi-Campus Meeting on Basic Science

Y2 - 29 September 2017 through 29 September 2017

ER -

Design of open rectangular and trapezoidal channels

Abstract

Bibliographical note

Access to Document

Fingerprint

Cite this