HEC RAS 2D:Culvert model

  Рет қаралды 13,371

JALAJ DARPAN

JALAJ DARPAN

Күн бұрын

Пікірлер: 13
@GeromeVanWyk
@GeromeVanWyk 7 ай бұрын
Good Video Wanted to know is there a reason why the culvert that is introduce in my model does not convey the water instead the water flow pass it
@zainabbutt3726
@zainabbutt3726 10 ай бұрын
just wanted to ask do we have to import subbasins which were generated in hechms, in hecras and then do we need to define boundary condition for each subbasin separately or do we have to create a single 2d flow area perimeter for all the subbasins as whole, for 2D flood modeling? as we'll be using outputs from hechms which were generated for each subbasin
@alejandrotenorio2327
@alejandrotenorio2327 2 жыл бұрын
I tried following your steps but got the following error message: ERROR with Connection(s) The SA 2D Connection has a culvert lower than the cell it is connected to. Do you have any idea what might be causing this? According to the warning message I'm placing my culvert under the terrain level, although I need to place it under since my terrain acts as the embankment area. Hopefully my explanation was helpful. Thanks for the tutorial!
@rohitnayak9952
@rohitnayak9952 2 жыл бұрын
I've highlighted this in 9:57 part of this Video
@usgsalcsarmiento9578
@usgsalcsarmiento9578 2 жыл бұрын
Excelente soy seguidor, muy bueno.👍🙏
@danielsalasojeda1562
@danielsalasojeda1562 Жыл бұрын
Esta mal agregada la alcantarilla. El flujo pasa por interpolación de las celdas y no por que realemente exista una alcantarilla... suele pasar esto mismo incluso sin la alcantarilla... mira mejor el siguiente video de los creadores de HecRas. kzbin.info/www/bejne/nJ-to42Mh9x2odUsi=jxHgadetsXG9ZcZ6
@priyanka_07-d8w
@priyanka_07-d8w Жыл бұрын
please make a video on scour depth prediction using hecras model
@JALAJDARPAN
@JALAJDARPAN Жыл бұрын
okay
@peterokitoi7757
@peterokitoi7757 Жыл бұрын
How would someone know how many culverts you would need for water to flow properly without overtopping ?
@JALAJDARPAN
@JALAJDARPAN Жыл бұрын
it's based on expirence and site inspection you can tentatively assign number of culvert openings
@rajanhumagai
@rajanhumagai 6 ай бұрын
Can you assist with bridge height determining
@JALAJDARPAN
@JALAJDARPAN 6 ай бұрын
Yes okay
@cheikhmohamedou5308
@cheikhmohamedou5308 2 жыл бұрын
Hello brother i need your help for flow 3D how can i contact u
Align Cells with Flow Direction: HEC-RAS 2D Mesh
20:44
Stanford Gibson
Рет қаралды 16 М.
HEC-RAS 2D Class: 4.3 - 2D Bridge Hydraulics
20:58
HEC RAS 6
Рет қаралды 13 М.
Mom Hack for Cooking Solo with a Little One! 🍳👶
00:15
5-Minute Crafts HOUSE
Рет қаралды 22 МЛН
人是不能做到吗?#火影忍者 #家人  #佐助
00:20
火影忍者一家
Рет қаралды 20 МЛН
Trapping Radioactive Material in Glass at the College of Engineering
3:07
Culvert structure in HEC-RAS 2D
8:49
Ana Juárez Gómez
Рет қаралды 15 М.
Adding an Internal Structure to a 2D Mesh in HEC-RAS
8:56
Stanford Gibson
Рет қаралды 11 М.
TUTORIAL DESAIN BOX CULVERT PART 2 DENGAN HEC RAS
24:32
Akhdan Rafa Zain
Рет қаралды 333
Precipitation model with HEC-RAS 2D
6:59
Ana Juárez Gómez
Рет қаралды 17 М.
Bridge Modeling with HEC-RAS | CivilGEO
25:16
CivilGEO, Inc.
Рет қаралды 84 М.
Create Hydrograph For Each Return Period Using HEC-HMS Software
15:37
Asep Hidayatulloh MSc
Рет қаралды 4,6 М.
Troubleshooting Tools for Unstable 2D HEC-RAS Models
5:03
Stanford Gibson
Рет қаралды 9 М.
2D Flood Modelling with Culvert
13:31
NOCK
Рет қаралды 2,3 М.