 |
||
|
|
||
| |||||||||||||||
|
|
 Table D1 (Continued)
Disposal
Operation
Parameter
Types
Units
Options
Velocity Data (Continued)
Vertically averaged z-direction velocity
H, B
ft/sec
Water depths for 2-point profile
H, B
ft
Velocities for 2-point profile in x-direction
H, B
ft/sec
Velocities for 2-point profile in z-direction
H, B
ft/sec
Velocities for entire grid in x-direction
H, B
ft/sec
Velocities for entire grid in z-direction
H, B
ft/sec
Input, Execution, and Output Keys
Processes to simulate
H, B
Duration of simulation
H, B
sec
Long-term time step for diffusion
H, B
sec
Convective descent output option
H, B
Collapse phase output option
H, B
Number of print times for long-term diffusions
H, B
Location of upper left corner of mixing zone on grid
H, B
ft
Location of lower right corner of mixing zone on grid
H, B
ft
Water quality standards at border of mixing zone for
H, B
mg/L
contaminant of concern
Contaminant of concern
H, B
Contaminant concentration in sediment
H, B
mg/kg
Background concentration at disposal site
H, B
mg/L
Location of upper left corner of zone of initial dilution
H, B
ft
(ZID) on grid
Location of lower right corner of ZID on grid
H, B
ft
Water quality standards at border of ZID for contaminant
H, B
mg/L
of concern
Number of depths in water column for which output is
H, B
desired
Depths for transport - diffusion output
H, B
ft
Predicted initial concentration in fluid fraction
H, B
mg/L
Dilution required to meet toxicity standards
H, B
percent
Dilution required to meet toxicity standards at border of
H, B
percent
ZID
(Sheet of 2 of 4)
D6
Appendix D Short-Term Fate of Dredged Material Model
|
|
Privacy Statement - Press Release - Copyright Information. - Contact Us - Support Integrated Publishing |
