| Name : R-hydraulics
| |
| Version : 0.7.0
| Vendor : obs://build_opensuse_org/devel:languages:R
|
| Release : lp153.2.2
| Date : 2024-06-14 11:54:40
|
| Group : Development/Libraries/Other
| Source RPM : R-hydraulics-0.7.0-lp153.2.2.src.rpm
|
| Size : 1.13 MB
| |
| Packager : (none)
| |
| Summary : Basic Pipe and Open Channel Hydraulics
|
Description :
Functions for basic hydraulic calculations related to water flow in
circular pipes both flowing full (under pressure), and partially full
(gravity flow), and trapezoidal open channels. For pressure flow this
includes friction loss calculations by solving the Darcy-Weisbach
equation for head loss, flow or diameter, plotting a Moody diagram,
matching a pump characteristic curve to a system curve, and solving for
flows in a pipe network using the Hardy-Cross method. The
Darcy-Weisbach friction factor is calculated using the Colebrook (or
Colebrook-White equation), the basis of the Moody diagram, the original
citation being Colebrook (1939) < doi:10.1680/ijoti.1939.13150>. For
gravity flow, the Manning equation is used, again solving for missing
parameters. The derivation of and solutions using the Darcy-Weisbach
equation and the Manning equation are outlined in many fluid mechanics
texts such as Finnemore and Maurer (2024, ISBN:978-1-264-78729-6). Some
gradually- and rapidly-varied flow functions are included. For the
Manning equation solutions, this package uses modifications of original
code from the \'iemisc\' package by Irucka Embry.
|
RPM found in directory: /packages/linux-pbone/ftp5.gwdg.de/pub/opensuse/repositories/devel:/languages:/R:/autoCRAN/openSUSE_Leap_15.3/x86_64 |
