CORMIX Input / Output - KIT€¦ · 1. Conservative Pollutant: The pollutant does not undergo any decay/growth processes. 2. Non-Conservative Pollutant : The pollutant undergoes a

© 1998-2008 Robert L. Doneker MEDRC Mixing Zone Model Workshop All Rights Reserved CORMIX Input / Output 5 -

1

CORMIX Input / Output

CorVue provides interactive 3D and 2D near-field and far-field plume visualizations of simulation model results, ambient boundaries, and locations of regulatory mixing zone (RMZ) and toxic dilution zone (TDZ) boundaries.


2

Section Outline

•

Input and output methods and controls

•

System components/ rule base messaging

•

Flow classification/description

•

Hydrodynamic simulation

•

Interpretation of prediction files

•

Session reports/system documentation

•

User Help


3

Data Requirements for CORMIX

•

All data input segments have similar features

•

Current data entry box is highlighted in yellow

•

Double-click clears entry

•

Open format: decimals not required for numerical input

•

Systems checks for data inconsistencies and errors

•

If error occurs during validation -

user will be prompted to check and re-enter values

•

Extensive online Help -

CorHelp


4

Units of Measure

•

CORMIX uses metric SI units (MKS) in all internal calculations

•

CORMIX will automatically convert English/Mixed input units to metric SI equivalents

•

You can force input to SI with the pre-processing option “Convert to SI Units”

•

CORMIX reports only in SI units

•

3 -

4 significant digits is sufficient for most data

•

Density values may require up to 5 significant digits


5

DATA INPUT -

Project Tab•

SITE NAME or LABEL -

descriptive text

•

DESIGN CASE -

descriptive text•

FILE NAME -

maximum 256 characters w/o extension

–

CORMIX will assign “.cmx”

extension•

Prepared By, Date, Project Notes

Figure 3-13: Project Data Input Tab


6

DATA INPUT -

Effluent Tab

•

Flowrate (velocity)

•

Density (temperature)

•

Concentration

•

Pollutant concentrations–

Any conventional measure •

mg/L, ppb, %, bacteria-count, etc.

–

Above existing background

•

Pollutant Type–

Conservative, Non-conservative, Heated, Brine, Sediment

–

Non-conservative•

Allows 1st order decay•

Specify k(1/day)Figure 3-14: Effluent Data Input

Tab


7

Effluent TypesCORMIX allows you to predict 5 types of effluent discharges

1.

Conservative Pollutant: The pollutant does not undergo any decay/growth processes.

2.

Non-Conservative Pollutant : The pollutant undergoes a first order decay or growth process.

–

You need to specify the COEFFICIENT of decay (positive number) or growth (negative number) in units /day (per day).

3.

Heated Discharge: The discharge will experience heat loss to the atmosphere IF the plume contacts the water surface.

–

You need to specify the discharge condition in terms of EXCESS temperature ΔT above ambient in units oC, and the SURFACE TEMPERATURE

4.

Brines:

Coastal applications –

bottom slope controls trajectory

5. Sediments

–

Continuous pipeline dredge sources


8

Ambient Background Concentration

•

To account for background concentration in CORMIX –

Enter all concentration values as excess above ambient

E.G. Ambient concentration = 10 mgl Discharge concentration = 100 mglCMC=40 mgl; CCC = 15 mgl

–

Enter into CORMIX as C0

= 100 –

10 = 90 mglCMC = 40 –

10 = 30 mgl

CCC = 15 –

10 = 5 mgl

•

If CORMIX predicts concentration at x = 100 m is c= 12 mg/l–

Actual concentration would be 12+10=22 mgl

–

CMC and CCC values/messages will be reported correctly


9

Pollutant Growth / Decay

Non-conservative pollutants: Adaptation to First-Order Reaction Processes

•

Initial mixing mechanisms have very short time scale–

(order of minutes)

–

Usually much less than the typical reaction times for growth or decay of most discharged substances.

•

If not apply exponential decay with reaction time Kr-1

to get non- conservative concentration cn

•

Applied to physical, chemical, and/or biological reaction mechanisms

rk tnc c e− ⋅= ⋅


10

Cross-Section Schematization

•

Ambient environments

always have boundaries

–

Vertical–

Lateral

•

One must enter boundary information into CORMIX

–

Process called

Schematization

•

Assemble cross-section plots at several downstream locations

•

Determine ”Equivalent rectangular Cross-sectional area”

or schematization to account for plume boundary interaction

Figure 3-17: Cross-Section Schematization

A)

B)


11

Cross-Section Schematization

•

Positively Buoyant Discharge–

Will rise upwards

•

Deeper areas irrelevant–

Schematized

in Figure 3-17a

–

Neglect very shallow bank areas/shallow floodways

•

For highly non-uniform conditions:

–

HD usually strongly influences near -field mixing

–

HA usually strongly influences far -field mixing

Figure 3-17a: Schematizations for positively buoyant discharge

A)

B)


12

Cross-Section Schematization•

Negatively Buoyant Discharge

–

Will sink downwards•

Shallow areas irrelevant–

Schematized

in Figure 3-17b–

Neglect very shallow bank areas/shallow floodways

•

Assign more weight to cross- sections near discharge

•

Determine Surface width BS and average depth HA for schematization

•

If discharge and ambient velocity data is available, check continuity of schematization

QA=BS*HA*UA

•

Actual water depth at discharge HD

–

+/-

30% of HA allowed by CORMIX 1& 2

Figure 3-17b: Schematizations for negatively buoyant discharge

A)

B)


13

Unbounded Channels

•

Far shoreline very far away–

Large lakes, ocean discharges

•

Hydrographic and geometric information are closely linked

•

Assemble plots showing water depth as function distance from shoreline for the discharge location and several downstream locations

Figure 3-19: Bottom Contours –

Cumulative discharge


14

Unbounded Channels –

Cumulative Discharge

•

Specification of actual water depth at submerged discharge location HD for CORMIX1,2 same as for unbounded case

•

Specification of HD

for CORMIX3 identical to bounded case

•

For unbounded cases, usually specify Darcy-Weisbach friction factor f

–

f ranges from 0.020-0.030


15

Unbounded Channels –

Cumulative Discharge

•

Determine cumulative ambient discharge QAc

from shore to discharge location

•

For each subsequent downstream location, mark the position for the same cumulative ambient discharge

•

Examine vertically averaged velocity and depth at these positions for typical values of ambient depth HA and ambient velocity UA

•

Give most weight to positions near discharge

•

Distance from the shore DISTB is defined by

*AC

a

QDISTBu HA

=


16

Ambient Density Specification

•

Ambient specified as fresh water or non-fresh

•

Important dynamic parameter is density not temperature

•

If fresh water and above 10 deg C, ambient temperature can be specified

•

Ambient density can be uniform or non-uniform–

Neutral, Positive or Negatively buoyant discharges

•

Up to 2 layer density profiles (CORMIX 1 & 2) –

Brine/Sediment discharges

•

Up to 3 layer density profiles (Brine & Sediment)–

CorJet allows any arbitrary density profile

•

Up to 10 layers


17

Ambient Density Specification

•

For CORMIX3 case, use an average density value–

Weighted towards surface density

–

If strong near -field is present, larger averaging depth should be input

•

Pycnocline height HINT must be specified for profiles B,C–

May cause plume trapping

•

Choice of pycnocline should be evaluated in a subsequent sensitivity study


18

Ambient Density SpecificationNeutrally, Negatively or Positively buoyant discharge density profiles:•

If vertical variation of density < 1oC or 0.1 kg/m3

–

Specify as uniform–

Specify average ambient density or average ambient temperature•

CORMIX1 and 2 allow for the stratification types shown in Figure

3-20•

CORMIX3 (Surface Discharge) assumes positive or neutral discharge and uniform surface layer

Figure 3-20: Possible Approximations of Ambient Density Profiles


19

Special Case –

Brine/Sediment Discharges•

Coastal Environments

•

Near and Far offshore slopes, roughness, and velocity

•

Up to 3-layer density profile

A)

B)


20

Density Calculator

•

Pre-

prosessing tool

•

Calculates density from temperature / salinity values


21

Wind Effects on Mixing in CORMIX

Wind Effects•

Wind is unimportant for near-field mixing

•

Can critically affect plume behavior in the far-field•

Is non-directional within CORMIX

•

Wind effects on ambient surface velocity should be captured by schematization

•

The typical wind speed categories (measured at the 10 m level) are:–

Breeze: 0-3 m/s

–

Light wind: 3-15 m/s–

Strong wind: 15-30 m/s


22

Wind Effects on Mixing in CORMIX

•

If NO field wind data available:

•

2 m/s: RECOMMENDED value for conservative design conditions

•

0 m/s: Extreme low value–

Unrealistic for field conditions

–

Useful when comparing to laboratory data

•

15 m/s: Maximum value allowed in CORMIX

•

Wind speed Uw

•

Effects far-field mixing, for heated discharges

•

Is non-directional in CORMIX–

However wind direction may affect surface velocity field

–

Surface currents should be captured by schematization


23

Channel Roughness-

Ambient Turbulence

•

Channel roughness characteristics given–

Manning’s n or

–

Darcy-Weisbach friction factor f

•

Influences far -field mixing processes•

Does not have large influence on mixing

•

Estimate friction factor by +/-

30%; prediction within +/-

10% at most•

Manning’s n shown in Table 3-1

22

1/38 9.81 /nf g g m sHA

= =


24

Typical Manning’s N values for Channel Roughness

Channel Type

Manning’s n

Smooth earth channel, no weeds

0.020

Earth channel, some stones & weeds

0.025

Clean & Straight natural rivers

0.025 -

0.030

Winding channel, with pools & shoals

0.033 -

0.040Very weedy streams, winding, overgrown

0.35 -

0.150

Clean straight alluvial channels

0.031d1/6

(d = 75% sediment grain size in feet)

Table 3-1: Typical Manning’s n values


25

DATA INPUT –

Discharge Tab

Options for

•

Single Ports (CORMIX1)

•

Multiport Diffusers (CORMIX2)

•

Surface –shoreline discharges (CORMIX 3)

Discharge Data Input Tab –

CORMIX2


26

DATA INPUT -

CORMIX1-

Discharge Tab

•

CORMIX1 -

Single port discharges

•

Definition diagram appears in Figure 3-22

Figure 3-22: Definition Diagram for CORMIX1 discharge data

© 1998-2008 Robert L. Doneker MEDRC Mixing Zone Model Workshop All Rights Reserved CORMIX Input / Output CS1 -

27

Limits of Applicability-

CORMIX1


28

DATA INPUT –

Zones Tab (Contd.)

•

Number of grid intervals NSTEP–

NSTEP Only controls lines of output

•

If TDZ definitions apply–

CMC checked at edge of TDZ

–

CCC checked at edge of RMZ•

RMZ can be specified by:

–

Distance from discharge location–

Cross-sectional area occupied by the plume

–

Width of effluent plume


29

CORMIX1 Coordinate System

•

Right hand coordinate system

•

Origin: (0,0,0) on bottom directly below port

–

Index finger: +x direction of ambient flow ua

–

Middle finger: +y lateral direction

–

Thumb: +z discretion upwards

•

Nearest bank: left or right as seen by observing facing downstream

+z -axis

+x -axis+y -axis

Fig. CS1-2: Coordinate System shown in CorSpy for co-flow discharge. +x is the direction of the ambient velocity ua

Origin (0,0,0)


30

CORMIX1-

Discharge Location

•

Nearest bank: left or right as seen by observing facing downstream

•

DISTB: lateral distance to nearest bank

•

Port diameter, or cross-sectional area

•

Height of port above bottom H0

Fig. CS1-3: A) Distance to bank DISTB, and B) Port height HO in CorSpy

A)

B)


31

Port Orientation: Vertical Angle of Discharge θ

Vertical angle of discharge THETA0

•

Angle between port centerline and horizontal plane

•

-45<= θ<= 90o

•

Fig.CS1-5 shows co-flow discharge–

σ

= 0o

z- axis

x- axis

θ= 150

θ

= 450

x- axis

z- axis

Fig. CS1-4: Side views of Coordinates in CorSpy

σ= 00

σ= 00


32

Port Orientation: Horizontal Angle of Discharge σ

Horizontal angle of discharge SIGMA0

•

Angle between ambient current and plan projection of port centerline measured counterclockwise

•

0o

≤ σ0

≤

360o

–

σ

= 0o

or 360o

: Co-flow–

σ

= 90o

: Crossflow to left–

σ

= 180o

: Counter-flow

A)

Fig. CS1-5: Plan Views of A) σ

= 0o,

B) σ

= 90o, and, C) σ

= 235o

in CorSpy

+x axis

+y axis

+x axis

+y axis

+y axis

+x axis

B) C)


33

CORMIX2 Diffuser Types

3 Major CORMIX2 Diffuser Types•

Unidirectional diffuser: all ports point to one side of diffuser line, more or less horizontally

•

Staged diffuser: all ports point in one direction along diffuser line, more or less horizontally

•

Alternating diffuser: ports do not point in single horizontal direction –

Imparts no net horizontal momentum

–

May point more or less horizontally in alternating directions–

May point vertically upwards

•

CORMIX always assumes uniform spacing and round port cross-sections


34

Unidirectional Diffusers

Figure 4-15: Unidirectional Diffusers

A)

B)

C)

LD


35

Staged Diffusers

Figure 4-16: Staged Diffusers

A)

B)

C)

LD


36

Alternating Diffusers

Figure 4-17: Alternating Diffusers

A)

B)

C)

D)

E)


37

CORMIX2 -

Multiport Diffuser Data Entry

CORMIX2: Multiport diffusers•

Generalized definition sketch appears in Figure 4-11

•

Many parameters similar to single port definitions

Figure 4-11: Definition Diagram for CORMIX2 (special case HA= HD)


38

CORMIX3 Data Input for Surface Discharges

CORMIX3•

Surface buoyant discharges

•

Definition sketch appears in Figure 4-28

•

CORMIX3 allows for three discharge types shown in Figure 4-29

–

Flush with bank/shore (Fig. 4-29a)

–

Protruding from bank/shore (Fig. 4-29b)

–

Co -flowing along bank (Fig. 4-29c)

Figure 4-28: Definitions for CORMIX3 input geometry


39

CORMIX3 Discharge Types

Figure 4-29: CORMIX3 surface discharge configurations


40

CORMIX3 Cross-Section Schematization

•

CORMIX3 uses actual water depth observed at channel entry HD0

•

Requires specification of receiving water bottom slope -θb (THETAB)

•

Slope of receiving water bottom surface perpendicular to shoreline

•

Important for bottom attaching plumes

Figure 3-18: Surface Discharge Schematization


41

Ambient Velocity Field

•

Ambient discharge QA or mean ambient velocity UA is used to specify ambient flow conditions

•

Special case: stagnant ambient: QA or UA = 0–

Only near -field predictions given

–

Steady-state far -field process require mean transport velocity

•

May (not always) represent extreme limiting case for dilution

•

More realistic assumption is a small but finite ambient crossflow


42

DATA INPUT –

Zones Tab

•

Provides information which allows SUMMARY REPORT to tailor hydrodynamic analysis to current situation

•

Information specified in ZONES:

–

If EPA toxic dilution zone TDZ definitions apply

–

If ambient water quality criteria standard exists

–

If regulatory mixing zone RMZ definition exists

•

The downstream extent of the region of interest (ROI)

Figure 3-23: Mixing Zone Data Input Tab


43

CORMIX System Output Tab

•

The output tab controls options for display, print of program output

•

Print and save functions also available in each output window

Figure 5-1: CORMIX System output control tab


44

Parameter Module

•

Input data automatically screened for logic and parameter range errors

•

Program module PARAMATER computes important length scales and other dynamic parameters

•

Also describes logic of flow classification

•

Messages displayed in Processing Record

Figure 5-2: Program element PARAMETER calculates basic plume physical properties


45

Processing Record Messages

Figure 5-3: The Processing Record as displayed in the processing tab


46

Processing Record

•

Conveys basic information on mixing processes present using careful terminology

•

Additional checks for data consistency with modeling assumptions

•

Describes key calculation assumptions•

Subsequent tests may alter or amplify

initial results

–

Ambient density profiles may not be stable•

Stability is checked with a flux Richardson number–

Dynamic bottom attachments

–

Near-field instabilities may prevent sinking plume•

Collects information for Flow Classification

•

Alerts user to FLOW CLASSIFICATION–

Alerts user if simulation is available for the assigned flow class


47

Processing Record Messages

Parameter messages shown in Processing RecordExamples:

•

”The effluent density (1000.45 kg/m^3) is greater that the surrounding water density at the discharge level (997.2 kg/m^3). Therefore, the effluent is negatively buoyant and will tend to sink towards the bottom”

•

STRONG BANK INTERACTION will occur for this perpendicular diffuser type due to its proximity to the bank (shoreline). The shoreline will act as a symmetry line for the diffuser flow field. The diffuser length and total flow variables are doubled (or approximately doubled, depending on the vicinity to the shoreline). All of the following length scales are computed on that basis”

•

”The specified two layer ambient density stratification is dynamically important. The discharge near field flow will be confined to the lower layer by the ambient density stratification. Furthermore, it may be trapped below the ambient density jump at the pycnocline.”


48

Flow Class Descriptions

•

Flow Class description gives a qualitative description of the physical processes of near-field and far-field mixing

•

Option to view, print, or save is available in Output Tab

•

Actual HYDRO execution may alter or change final physical process simulations based upon dynamic mixing parameters

–

Density Current/Buoyant spreading may not occur depending upon amount of near-field mixing

•

Figure 5.6 Gives example for V1 flow class description

Figure 5-6: Flow Class descriptions describe the physical mixing processes in each flow class


49

FC Tree for Current Simulation

Figure 5-7: The FC Tree displays the flow classification logic for the current simulation


50

Hydrodynamic Simulation Modules•

CORMIX uses regional flow models

•

Distinct Series of ’hydrodynamic modules” are executed sequentially to simulate entire flow field for a given flow classification

•

Flow class descriptions give qualitative description of physical

mixing processes likely to be present for flow

Figure 5-8: Illustrative example of a sequence of CORMIX hydrodynamic flow modules executed for plume simulation for flow classification V1


51

Brine / Sediment Density Currents


52

FLOW CLASS V1A submerged buoyant effluent issues vertically or near-vertically from the discharge port. The discharge configuration is hydrodynamically “stable”, that is the discharge strength (measured by its momentum flux) is weak in relation to the layer

depth and in relation to the stabilizing effect of the discharge buoyancy (measured by its buoyancy flux).

The following flow zones exist:1) Weakly deflected jet in crossflow:

The flow is initially dominated by the effluent momentum (jet-like) and is weakly deflected by the ambient current.

2) Weakly deflected plume in crossflow: After some distance the discharge buoyancy becomes the dominating factor (plume-like). The plume deflection by the am-bient current is still weak.

Alternate possibility:Depending on the ratio of the jet to crossflow

length scale to the plume to crossflow

length scale the above zone may be replaced by a strongly deflected jet in crossflow:2) Strongly deflected jet in crossflow:

The jet has become strongly deflected by the ambient current.

Table 5.1: V1 Flow Class Description

V1 Flow Class Description


53

V1 Flow Class Description

3) Strongly deflected plume in crossflow: The plume has been strongly deflected by the current and is slowly rising toward the surface

4) Layer boundary approach: The bent-over submerged jet/plume approaches the layer boundary (water surface or pycnocline). Within a short distance the concentration distribution becomes rela-tively uniform across the plume width and thickness.*The zones listed above constitute the NEAR-FIELD REGION in which strong initial mixing takes place. *

5) Buoyant spreading at layer boundary: The plume spreads laterally along the layer boundary (surface or

pycnocline) while it is being advected

by the ambient current. The plume thickness may de-crease during this phase. The mixing rate is relatively small. The plume may interact with a nearby bank or shoreline.

6) Passive ambient mixing: After some distance the background turbulence in the ambient shear flow becomes the dominating mixing mechanism. The passive plume is growing in

depth and in width. The plume may interact with the channel bottom and/or banks.

*** Predictions will be terminated in zone 5 or 6 depending on the definitions of the REGULA-TORY MIXING ZONE or the REGION OF INTEREST. ***

Table 5.1 (cont.): V1 Flow Class Description


54

CORMIX Hydrodynamic Prediction

Maximum Centerline vs. Flux Average Dilution•

To obtain flux average or bulk dilution (Sf

)•

For single port discharges: Sf

/S = 1.7•

For multiport

discharges or surface discharges: Sf

/S = 1.3

Dilution vs. Concentration•

CORMIX gives minimum centerline dilution S–

maximum concentration C•

Dilution S is ratio of initial concentration C0

to concentration C at given location

•

Dilution neglects any decay or growth for non-conservative pollutants•

Dilution S will NOT

include 1st

order effects; while Concentration C does!

Hydrodynamic DisplayPlume centerline shift to bank after attachment more gradual than predicted

0CSC

=


55

FORTRAN Hydrodynamic Simulation

CORMIX Hydrodynamic Simulation and Flow Modules•

The FORTRAN tabular simulation output is available as filename.prd•

x, y, z trajectory of plume centerline•

Concentration c of pollutant•

Dilution S = c0

/c•

Plume width (B, BH, or BV)

Continuous modules•

Most subsurface modules based on CORJET or CorSurf•

Some buoyant spreading modules are integral

Control volume modules•

Used when no mechanistically based mathematical description is available•

Based on conservation of mass, momentum

Transitions from module to modules•

Continuous, satisfying conservation of mass, momentum, energy•

Occasional mismatches in plume width will result•

Most mismatches are small


56

CORMIX1 Hydro1 Prediction File

Figure 5-10: CORMIX1 Hydro1 near-field prediction file


57

CORMIX1 Boundary Interaction Prediction

Figure 5-11: CORMIX1 Hydro1 Boundary Interaction prediction file


58

CORMIX2 Hydro2 Far-field Density Current

Figure 5-12: CORMIX2 Hydro2 far-field density current prediction file


59

CORMIX3 Far-field Passive Diffusion Prediction

Figure 5-13: CORMIX3 Hydro3 far-field passive diffusion prediction file


60

CORMIX Plume Profile Definitions

Figure 5-14: Profile Definitions for potting CORMIX simulations


61

Plotting Plume Concentration Isolines

To Plot Plume Concentration Isolines•

For submerged plumes and passive mixing regions

Where:C(n) = concentration a lateral position nn= distance measured transversely away from centerlineCc

= centerline concentratione= base of natural logarithmb =local plume half-width

•

Used with caution

in control volume or buoyant spreading regions–

Use uniform or “top hat”

distribution •

Figure 5-14 has useful relationships for plotting CORMIX simulation results

2( )( )

nb

cc n C e−

=


62

Summary Output File

Program Element SUM•

Contains concise summary of simulations

•

Interprets prediction results in relationship to regulatory criteria•

Alerts user to special plume characteristics

•

SUMMARY Report output data includes:–

Date and Time of analysis–

Complete echo of data input–

Calculated flux, length scale and non-dimensional parameter values–

The CORMIX flow classification assigned–

The coordinate system used in analysis–

Summary of near-field hydrodynamic mixing zone (HMZ) conditions–

Far-field locations where plume becomes fully mixed vertically and horizontally–

Summary of toxic dilution zone (TDZ) conditions–

Summary of regulatory mixing zone (RMZ) conditions–

Describes bottom attachments, bank interaction, upstream intrusions


63

Summary Program Element

Figure 5-9: Session Report Window


64

Post-Processor: CorVue

Visualization Tool

CorVue tool for mixing zone visualization


65

V1 Flow Class CorVue

Visualization


66

Pre-processor: CorSpy

•

Visualize 3-D source geometry for single ports, multiport

diffuser and surface discharges

•

Check your geometry

•

Visualize coordinate system

•

Visualize lateral and horizontal boundaries

•

Calculate YB1 and YB2 for multiport

diffusers based on diffuser alignment angle γ

•

Communicate outfall design

•

Load CorSpy

Data into CORMIX Discharge Tab


67


Figure 6-18: CorSpy

example of perpendicular fanned alternating diffuser where HD >

HA


68


Data Input

Figure 6-17: CorSpy

data entry for outfall visualization


69

Post-processor: CorSens

Sensitivity Analysis

•

Sensitivity analysis is always recommended–

Effects of schematization

–

Normal variation in ambient / discharge conditions

•

CorSens

tool automatically allows you to create and run simulations and vary input parameters

–

Effect of duckbill check valves

•

User can vary one or all multiple parameters–

discharge velocity, discharge density, ambient velocity, ambient

depth, surface and bottom density

•

Produces CorSens

Report and HMZ and RMZ values

•

Graphs of dilution/concentration vs. single parameter are available


70



Figure 6-19: CorSens

data entry GUI


71



Figure 6-20: CorSens

data output table


72

CORMIX Help / Documentation

CorDocs

•

Hypertext User Manual

•

F1 key access

•

Linked to current data input box

–

Also contains technical reports for CORMIX1, 2, & 3

–

Available in G/GT/GTS/GTR versions

Figure 5-15: CorDocs

hypertext system documentation


73

Section Summary

•

View, print, save output files

•

Rule base messaging

•

Flow classification and Hydrodynamic simulation

•

Interpretation of system documentation

•

User Help

Documents

CORMIX Input / Output - KIT€¦ · 1. Conservative Pollutant: The pollutant does not undergo any decay/growth processes. 2. Non-Conservative Pollutant : The pollutant undergoes a