Type | Visibility | Attributes | Name | Initial | |||
---|---|---|---|---|---|---|---|
type(septic_db), | public, | dimension (:), allocatable | :: | sepdb | |||
type(septic_system), | public, | dimension (:), allocatable | :: | sep |
Type | Visibility | Attributes | Name | Initial | |||
---|---|---|---|---|---|---|---|
character(len=20), | public | :: | sepnm | = | "" | ||
real, | public | :: | qs | = | 0. |
m3/d |flow rate of the septic tank effluent per capita (sptq) |
|
real, | public | :: | bodconcs | = | 0. |
mg/l |biological oxygen demand of the septic tank effluent |
|
real, | public | :: | tssconcs | = | 0. |
mg/l |concentration of total suspended solid in the septic tank effluent |
|
real, | public | :: | nh4concs | = | 0. |
mg/l |concentration of total phosphorus in the septic tank effluent |
|
real, | public | :: | no3concs | = | 0. |
mg/l |concentration of nitrate in the septic tank effluent |
|
real, | public | :: | no2concs | = | 0. |
mg/l |concentration of nitrite in the septic tank effluent |
|
real, | public | :: | orgnconcs | = | 0. |
mg/l |concentration of organic nitrogen in the septic tank effluent |
|
real, | public | :: | minps | = | 0. |
mg/l |concentration of mineral phosphorus in the septic tank effluent |
|
real, | public | :: | orgps | = | 0. |
mg/l |concentration of organic phosphorus in the septic tank effluent |
|
real, | public | :: | fcolis | = | 0. |
mg/l |concentration of fecal coliform in the septic tank effluent |
Type | Visibility | Attributes | Name | Initial | |||
---|---|---|---|---|---|---|---|
character(len=13), | public | :: | name | = | "default" | ||
integer, | public | :: | typ | = | 0 |
none |septic system type |
|
integer, | public | :: | yr | = | 0 |
|year the septic system became operational |
|
integer, | public | :: | opt | = | 0 |
none |Septic system operation flag (1=active,2=failing,0=not operated) |
|
real, | public | :: | cap | = | 0. |
none |Number of permanent residents in the house |
|
real, | public | :: | area | = | 0. |
m^2 |average area of drainfield of individual septic systems |
|
integer, | public | :: | tfail | = | 0 |
days |time until falling systems gets fixed |
|
real, | public | :: | z | = | 0. |
mm |depth to the top of the biozone layer from the ground surface |
|
real, | public | :: | thk | = | 0. |
mm |thickness of biozone layer |
|
real, | public | :: | strm_dist | = | 0. |
km |distance to the stream from the septic |
|
real, | public | :: | density | = | 0. |
|number of septic systems per square kilometer |
|
real, | public | :: | bd | = | 0. |
kg/m^3 |density of biomass |
|
real, | public | :: | bod_dc | = | 0. |
m^3/day |BOD decay rate coefficient |
|
real, | public | :: | bod_conv | = | 0. |
|a conversion factor representing the proportion of mass bacterial growth and mass BOD degraded in the STE. |
|
real, | public | :: | fc1 | = | 0. |
none |Linear coefficient for calculation of field capacity in the biozone |
|
real, | public | :: | fc2 | = | 0. |
none |Exponential coefficient for calculation of field capacity in the biozone |
|
real, | public | :: | fecal | = | 0. |
m^3/day |fecal coliform bacteria decay rate coefficient |
|
real, | public | :: | plq | = | 0. |
none |conversion factor for plaque from TDS |
|
real, | public | :: | mrt | = | 0. |
none |mortality rate coefficient |
|
real, | public | :: | rsp | = | 0. |
none |respiration rate coefficient |
|
real, | public | :: | slg1 | = | 0. |
none |slough-off calibration parameter |
|
real, | public | :: | slg2 | = | 0. |
none |slough-off calibration parameter |
|
real, | public | :: | nitr | = | 0. |
none |nitrification rate coefficient |
|
real, | public | :: | denitr | = | 0. |
none |denitrification rate coefficient |
|
real, | public | :: | pdistrb | = | 0. |
(L/kg) |Linear P sorption distribution coefficient |
|
real, | public | :: | psorpmax | = | 0. |
(mg P/kg Soil) |Maximum P sorption capacity |
|
real, | public | :: | solpslp | = | 0. |
|Slope of the linear effluent soluble P equation |
|
real, | public | :: | solpintc | = | 0. |
|Intercept of the linear effluent soluble P equation |