-
Content Count
15 -
Joined
-
Last visited
Community Reputation
0 NeutralAbout aghamiri
-
Rank
Member
- Birthday 07/01/1980
Profile Information
-
Gender
Male
-
Location
Iran
-
Interests
Surface Runoff ,Flood Inundation Map,Flood Control
Recent Profile Visitors
2,491 profile views
-
hi ayman you can search in similar topics and download a patch to solve this problem. but i dont know why aquaveo deleted this patch from host .
-
Hi , I cant locate annotations( ID or basin name ) on my Basin 's map ( kmz or cad ) someone can help me ? regards
-
How can we verify the wms models? We couldn't model the parking lot and open book experimental model with WMS for its verification. 1)Anybody can help us to model these Geometries as watershed? 2)How can we verify the software? Have you any idea about this?
-
Can SWMM routing the Channel inside a basin ?
aghamiri replied to aghamiri's topic in Urban Hydrology
SWMM manual say's that: An idealized sub catchment is conceptualized as a rectangular surface that has a uniform slope and a width W that drains to a single outlet channel.Each sub catchment can be further divided into three sub areas: an impervious area with depression (detention) storage, an impervious area without depression storage and a pervious area with depression storage. Only the latter area allows for rainfall losses due to infiltration into the soil. SWMM claims that visualize the sub-basin as v-shape basin but can't model an idealized sub-basin simply. I am searching a m -
I should be using a lateral inflow in a channel routing in HEC-HMS. I applied two planes as my sub-basins and defined a sub-collector.The outflow from the planes is applied to the sub-collector as lateral inflow. until now everything is ok .but HEC-HMS has no routing method parameter for sub-collector. manual says that the surface runoff on the two planes is ALWAYS routed using the kinematic wave method.however, we have the choice of using another method.still, I have no problem.my problem is beginning from this point that I have to fill the information about collector and channel. my
-
Can SWMM routing the Channel inside a basin ?
aghamiri replied to aghamiri's topic in Urban Hydrology
I think so .we can't create an SWMM model without links and nodes.both of them is necessary. Regards, -
Thank Chris, I was trying WMS to modeling an Idealized watershed in last week. I found out many points and your helping was relatively successful. but I still could not model it. because is very simple and tiny and sensitively. i'm here to continue and try more and more. thank a lot, Best Regards,
- 6 replies
-
- watershed_exprimentation_sysytem
- wes
-
(and 1 more)
Tagged with:
-
we should add an option to adding and Editing the fields in coverages .until now we were very dependent to Arc GIS to create shape files and define any field to coverage. we should remove 'Add shape files' from WMS modeling processes. this is an unnecessary step in modeling. Any type of coverage has a specific field related to it .we should add fields related to coverage when a coverage has created.
-
By Rational Method we can build hydrologic Basin and compute subbasin flow as well SWMM can run the flow through the Storm Drain and watch the routing in channels . 1) can we route channel inside a Basin? 2) can we use Rational Method without define outlet point(point) ? can we identify the channel ( Arc ) as output of basin ?
-
I looked on tutorials and have created my simple Experimental Watershed as well as demonstrated in Attach file moreover I defined a TIN with XYZ survey point and triangulate it. But the message in the result shows that I need a DEM to generate max flow. Is this message a default Error ?Can I ignore this message and go on?
- 6 replies
-
- watershed_exprimentation_sysytem
- wes
-
(and 1 more)
Tagged with:
-
aghamiri changed their profile photo
-
Thanks Chris , your answers was helpful In the" WMS Tutorial> Storm Drain Modeling-SWMM modeling " assumed that the TC values have already been calculated for this exercise . Do you know TC calculated with which formula ? Kerpich or Kerby or any other formula ! what TC computation formula is appropriate for Rational method ? Best Regards ,
- 6 replies
-
- watershed_exprimentation_sysytem
- wes
-
(and 1 more)
Tagged with:
-
How Can we Install a Model Of Exprimental Watershed system in WMS generally? in Tutorials we must import a TIN Map in the beginning . Can I simulate without TIN MAP and import elevation manually? How can we Repeat continuous The Run of Model and export the Results neat ? Can We Programming in WMS enviroment with C# and circulate model in a loop ? BEST REGARDS,
- 6 replies
-
- watershed_exprimentation_sysytem
- wes
-
(and 1 more)
Tagged with: