Model help:TopoFlow-Diversions

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The CSDMS Help System

TopoFlow-Diversions

This is the diversions component for a D8-based, spatial hydrologic model.

Model introduction

This process component is part of a spatially-distributed hydrologic model called TopoFlow, but it can now be used as a stand-alone model. TopoFlow supports three different types of flow diversions: sources, sinks and canals. Sources are locations such as natural springs where water enters the watershed at a point by some process other than those that are otherwise modeled. Similarly, sinks are locations where water leaves the watershed at a point. Canals are generally man-made reaches such as tunnels or irrigation ditches that transport water from one point to another, typically without following the natural gradient of the terrain that is indicated by the DEM. The upstream end is essentially a sink and the downstream end a source.

Model parameters

Input

Parameter Description Unit
Component status Enabled / Disabled -
Input directory The location of the input files [-]
Output directory The location for the output files [-]
Site prefix [-]
Case prefix [-]
Use sources toggle Option to use sources [-]
Sources file source information file [-]
Use sinks toggle Option to use sinks [-]
Sinks file sink information file [-]
Use canals toggle Option to use canals [-]
Canal file canal information file [-]


Uses ports

This will be something that the CSDMS facility will add

Provides ports

This will be something that the CSDMS facility will add

Main equations

A list of the key equations. HTML format is supported; latex format will be supported in the future

Notes

To use flow diversions, you must provide the required information in specially-formatted text files. Where required, vector-valued input variables such as durations are specified as a list of space-delimited numbers on one line (i.e. terminated by a single end-of-line character). The term pixel ID refers to the integer value that is assigned to a given pixel (i.e. grid cell) when all pixels in the corresponding DEM are numbered sequentially in calendar order , that is, from top row to bottom row and from left to right within each row. Pixel IDs start at zero and are read and processed as long (4-byte) integers.

Canals are currently assumed to be lossless, so that the flow rates at the two ends are identical, but lagged by the travel time.

Examples

An example run with input parameters, BLD files, as well as a figure / movie of the output

Follow the next steps to include images / movies of simulations:

See also: Help:Images or Help:Movies

Developer(s)

Scott Peckham

References

Key papers

Links