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 |