# Property:Describe output parameters model

From CSDMS

This is a property of type Text.

F

Dynamic variables:
# water energy
# depositional (seafloor) slope
Final output:
# carbonate productivity rate
# depositional facies +

B

Elevation and slope arrays as well as optional information about bed cover and shear stress distributions, as well as block size distributions and incision rate records. +

K

Elevation, Biomass, Accretion Rate, Erosion Rate, and other characteristics of every cell in domain. Also outputs spatially averaged statistics. +

G

L

S

Estimated post-storm beach profile, cross-shore profile of: maximum wave height; maximum water elevation plus setup; volume change +

D

Estimates of the erosional history and spatial patterns and model diagnostic plots. +

R

Evolving 3D cellspace and 2D elevation map +

S

Extent and thickness of the ice sheet, Velocity field, Temperature field, Water content field (temperate regions), Age of the ice, Isostatic displacement and temperature of the lithosphere. +

B

Extent, and elevation, and cross-shore boundary locations of barrier, marsh (back-barrier and mainland), bay, and forest ecosystems; organic and mineral deposition; shoreline locations; dune elevations; overwash & shoreface fluxes +

N

Filtered DEM: A new, filtered DEM in *.flt binary format.
Noise: A *.flt binary format grid of the filtered noise. +

G

Flow rates, depths, soil moisture, sediment fluxes, erosion/deposition, contaminant/nutrient fluxes and concentrations, groundwater levels, reservoir storages. +

L

W

Fluid velocity, pressure, temperature, salinity, concentrations, thermal flexes, and matrial fluxes at all nodes at any desired time. volumetric, energy, and mass balance at all types of boundaries and the entire boundary at any specified time. Br>For details refer to Yeh et al., 2005 Technical Report on WASH123D +

R

For a single image: centerlines, widths, channel direction, curvatures
For multiple images: (centerline) migration areas, erosion and accretion areas, cutoffs, cutoff statistics, channel belt boundaries, grid generation to map spatial changes, spacetime maps of changes in planform variables +

G

Free-surface flow and wave action through time.
Erosion and deposition through time.
Optionally, compaction, including porosity reduction. +

W

From wave heights to spectral data, see manual +

T

L

Geometry of river entrenchment thought time +

G

S

W

Gravity flow velocity, Depth-integrated sediment load, down-slope sediment flux, flux convergence or divergence, erosion or deposition rate. +

P

A

Grid of deposition of different grains over time.
The model generates postscript files of stratigraphic sections. +

L

S

Grids of topography +

D

Grids of water surface elevation, discharge, bed elevation, and vegetation density values for each cell. Additionally, sand fraction of each vertical cell within a grid cell. +

C

H, fluxes, discharge, catchment geom, etc, at all time steps, as welle as grid connectivity +

H

HSPF produces a time history of the runoff flow rate, sediment load, and
nutrient and pesticide concentrations, along with a time history of water
quantity and quality at any point in a watershed. Simulation results can be
processed through a frequency and duration analysis routine that produces
output compatible with conventional toxicological measures (e.g., 96-hour
LC50). +

Hexagon DEM, flow direction, flow accumulation, stream grid, stream segment, stream order, stream confluence, subbasin, watershed boundary, etc. +

T

G

Hydrologic model discretization, input files for GSFLOW, output files from GSFLOW (hydrologic model) +

S

In addition to modeling the generation and transport of runoff flows, SWMM can also estimate the production of pollutant loads associated with this runoff. The following processes can be modeled for any number of user-defined water quality constituents:
* dry-weather pollutant buildup over different land uses
* pollutant washoff from specific land uses during storm events
* direct contribution of rainfall deposition
* reduction in dry-weather buildup due to street cleaning
* reduction in washoff load due to BMPs
* entry of dry weather sanitary flows and user-specified external inflows at any point in the drainage system
* routing of water quality constituents through the drainage system
* reduction in constituent concentration through treatment in storage units or by natural processes in pipes and channels +

It can output local velocity, vorticity, concentration, stream-function, and all derivatives of velocity necessary to calculate dissipation, viscous momentum diffusion, kinetic energy flux, work by pressure forces, and change in kinetic energy. These quantities are written out in a binary file.
It also has routines for calculating the local height profile and tip position of gravity currents and internal bores, which are outputted every time step and stored as ASCII txt files. +

C

It outputs all the variables used in the advection-diffusion equation describing bed evolution for both shallow water wave assumptions (all labeled as *_s) and linear theory (labeled as *_lh). +

E

Key indices, Mortalities, Consumption, Respiration, Niche overlap, Electivity, Search rates and Fishery forms. +

S

G

F

Major quantities: mud floc concentration, flow velocity in longshelf and cross-shelf direction. Other quantities: TKE, turbulent dissipation rate, floc size (if floc dynamics turn on), bottom stress. +

D

P

Q

Maps of geomorphology, discharge, deposition, isopachs, stratigraphic thickness, grain size, contour, subsidence, and environment +

G

Marsh boundary - gives the position of the backbarrier marsh edge through time
Shorelines - gives the position of the barrier shoreline through time
step number - saves the surface morphology and stratigraphy for the model at each time step +

W

M

Marsh elevation
Pond area and location +

C

L

Matlab variables, Matlab graphs +

D

Matrices of:
Water surface elevation;
Water unit discharge and velocity field;
Delta surface elevation and bathymetry;
Stratigraphy
(User can choose which time step to output) +

M

Microsoft Excel tables +

T

Model Interface Capabilities:
There are three options available in the program interface:
* The Hydrograph Prediction Option: This option allows the model to be run and hydrographs displayed. If a Topographic Index Map File is available, then a map button is displayed that allows the display of predicted simulation, either as a summary over all timesteps or animated.
* The Sensitivity Analysis Option: This screen allows the sensitivity of the objective functions to changes of one or more of the parameters to be explored.
* The Monte Carlo Analysis Option: In this option a large number of runs of the model can be made using uniform random samples of the parameters chosen for inclusion in the analysis. Check boxes can be used to choose the variables and objective functions to be saved for each run. The results file produced will be compatible with the GLUE analysis software package. +