| conduit |
|
EDGE |
read |
|
| |
start_id |
LINK |
node |
read |
down stream node |
| |
end_id |
LINK |
node |
read |
up stream node |
| |
inlet_offset |
double |
read |
offset at up stream node in (m) |
| |
outlet_offset |
double |
read |
offset at down stream node in (m) |
| |
type |
string |
read |
type of the cross section supported are |
| |
|
|
|
CIRCULAR, IRREGULAR, RECT_CLOSED, RECT_OPEN |
| |
diameter |
double |
read |
pipe height (diameter) in m |
| |
width |
double |
read |
pipe width in m |
| |
cscol1 |
double list |
read |
cross section width in m (only if IRREGULAR) |
| |
cscol2 |
double list |
read |
cross section depth in m (only if IRREGULAR) |
| |
cscol3 |
double list |
read |
roughness |
| |
capacity |
double |
write |
utilised peak capacity in % |
| |
velocity |
double |
write |
peak velocity in m/s |
| |
|
|
|
|
| weir |
|
EDGE |
read |
|
| |
start_id |
LINK |
node |
read |
down stream node |
| |
end_id |
LINK |
node |
read |
up stream node |
| |
crest_height |
double |
read |
crest height in (m) |
| |
discharge_coefficient |
double |
read |
discharge coefficient |
| |
end_coefficient |
double |
read |
end coefficient |
| |
|
|
|
|
| node |
|
NODE |
read |
|
| |
|
|
|
|
| junction |
|
NODE |
read |
|
| |
node_id |
LINK |
node |
read |
link to node |
| |
d |
|
read |
maximum depth of junction in m
(e.g. from ground surface to invert) |
| |
invert_elevation |
double |
read |
invert elevation in m |
| |
flooding_volume |
|
write |
flooded volume in m3 |
| |
node_depth |
|
write |
depth from invert to peak water level in m |
| |
|
|
|
|
| sub_catchment |
|
FACE |
read |
|
| |
area |
double |
read |
area in m2 |
| |
impervious_fraction |
double |
read |
imperviousness dimensionless |
| |
|
|
|
|
| inlet |
|
NODE |
read |
|
| |
node_id |
LINK |
node |
read |
link to node |
| |
sub_catchment_id |
LINK |
sub_catchment |
read |
link sub catchment |
| |
|
|
|
|
| outfall |
|
NODE |
read |
|
| |
node_id |
LINK |
node |
read |
link to node |
| |
invert_elevation |
double |
read |
invert elevation in m |