Chris Smemoe

WMS Development Team
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Chris Smemoe last won the day on March 1 2011

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About Chris Smemoe

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  1. This error comes up if WMS does not have the location of your cross section database or if there are no cross sections or an error reading the database. I'd recommend double-clicking on your cross sections and making sure cross sections geometry is defined for each of your cross section arcs. If there's an arc without any cross section geometry defined or if there's an error loading the cross section database, that's your problem. You might have to re-extract all the cross sections to a new cross section database if some of the cross sections do not have geometry. Hope this helps, Chris
  2. Yes, there is an option for Hydrograph output that will show up as the 3rd column in the point/node attributes window if you have defined your 1D Hydraulic Model channels (trapezoidal or cross sections) on arcs in the map module and define the Diffusive Wave routing option in the GSSHA Job Control dialog. Turn this option on to generate hydrographs at any point in your 1D stream network. Chris
  3. Gina, If you can get your materials file from SRH2D into a WMS "Area Property" coverage, WMS will get the Manning's roughness values from this coverage when you extract the geometry for your cross sections. To extract the geometry for your cross sections, you need a 1D Hydraulic Centerline and a 1D Hydraulic Cross Section coverage in WMS. In the centerline coverage, you would define your stream centerlines and your bank lines (bank lines are optional, but recommended). In the cross section coverage, you define your cross section locations. I think you're saying you've already created these coverages or layers in Civil 3D and you don't want to create them again. If you have your HEC-RAS geometry file, you can export a GIS Export file from HEC-RAS and read this file into WMS. The 1D Centerline and Cross Section coverages will be created if you do this, but you will need to re-extract the cross sections (including the geometry) to assign Manning's roughness values in your Area property coverage to your cross sections. Here are the steps for doing this: 1. In the HEC-RAS main window, select File | Export GIS Data... 2. Turn on the options to export your User Defined Cross Sections and your Bank Stations and select Export Data. 3. In WMS, open the .sdf file as a HEC-RAS .geo file. Just select File | Open and select HEC-RAS GEO file from the window that comes up and select OK. 4. Enter a filename for the cross section database file. The default filename is probably OK. 5. Go to your 1D cross section coverage and select River Tools | Cross Sections->TIN. 6. Bring in your Manning's roughness areas as an area property coverage. Make sure you have polygons in this covearge, make sure you have defined Materials (Edit | Materials), and make sure you have a material assigned to each polygon in the coverage. 7. Now go to your 1D cross section coverage and select River Tools | Extract Cross Section... 8. Generate your point properties from the arcs in the Centerline coverage and Generate your line properties from your Area Property coverage and select OK. 9. Now go to the Hydraulic Modeling Module, HEC-RAS menu and define your Manning's roughness values under the Material properties for each material type. You also want to set your model control to use the Materials (under the HEC-RAS menu, there's a Model Control menu item for doing this). Hope this helps, Chris
  4. Hi, There is a way to re-extract and update only selected cross sections but it's not an easy procedure and would require you to edit some of the WMS .map and cross section database files using a text editor. I guess I don't really recommend this approach. I guess you have a couple of options. One is the approach you mention, where you extend any cross sections that don't intersect the bank lines so they're beyond the bank lines. This would require you to re-extract all your cross sections, and your edits based on survey data would be deleted. You would need to re-enter your survey data for each of your cross sections in this case. This should not be too difficult since you should already have the survey data saved as a cross section database file. It would just be time-consuming, especially if you have lots of cross sections. Another approach is to edit each cross section's geometry and point properties by going to the cross section attributes | Assign Cross Section | Edit and then adding the left and right bank stations manually into the Point Props window. The drawback of this method is that your left and right overbank lengths will not be computed by WMS for the cross sections where the left and right banks are manually defined. When you run HEC-RAS, you will get an error message for each of these cross sections. You can then compute the left and right overbank lengths for these cross sections using the measure tool in WMS. You would have to re-enter these lengths in HEC-RAS each time you export your model from WMS. So it may be worth it to you to update your cross section arcs in WMS, re-extract the cross sections, and re-merge your surveyed cross sections, but that's up to you. I agree that it would be nice to just update selected cross sections in your cross section database file, but this option is not yet available in WMS. Hope this helps, Chris
  5. Thanks for the input. I have noticed this also. I added a request to create a fill box for the color legend. This should be fixed in a future download of WMS.
  6. Anything is possible, but this would be difficult or impossible to do just using the HMS interface. You'd probably have to edit the HMS text files using a text editor or use WMS to combine models somehow. Chris
  7. I had another few thoughts on this issue you're having with the cross sections. I will insert some of your original questions: I don't have any general rules of thumb, though I think you can generally assume that your surveyed cross sections are more correct than your extracted cross sections. Since your surveyed cross sections are more correct than your extracted cross sections, I think you can assume that you can line up your cross sections using the east bank, as in screen shot B. This is assuming that your surveyed cross sections extend to the east bank as extracted from the DEM. It could be that your surveyed cross section extends only to a certain point (not to the bank point) on the extracted cross section. In this case, you would line up the east bank of your survey cross section at that same point on your extracted cross section. If you have good elevation values on your surveyed cross section, you could approximate the location of this point along your extracted cross section. Yes, I think the odd shape will impact your RAS model. You want your cross sections to be as similar as possible from one cross section to the next downstream cross section in your model. This is especially true for running an unsteady RAS model, where abrupt changes in cross section geometry can cause model instabilities. You could try filtering/removing points along your extracted cross section using the filter tool in the cross section attributes dialog or just by removing them manually before merging cross sections. It looks like you have lots of points in your channel cross section. This can be a good thing, but can be problematic if you're trying to merge cross sections where the geometry does not match. I hope this helps, Chris
  8. I don't have any general rules of thumb regarding which bank to use to align your cross section in your model. I can tell you how to fix the problem you're having with the strange shape when you insert the survey cross section based on the lower bank. One way to fix this is to add an additional point to your survey cross section so your cross section is long enough to be inserted into your extracted cross section without any gaps. I don't know if this makes sense. You should probably always use the "Insert All" option when merging instead of the "Blend All" option when merging. Hope this helps, I'll think more about which bank station to use and if anything comes to me I'll reply to this thread. Chris
  9. There are various ways of computing the lag time for a diversion. It's up to you to determine the method you want to use to compute the lag time and any losses for the diversion. Normally you wouldn't have the same lag time for all the diversions in your watershed unless all the diversions have the same length, slope, and geometry. It would be best to either calculate the lag time manually or to use the Muskingum-Cunge method where you define a diversion length, slope, and the channel geometry. HMS will compute the lag time if you use this method. There are not really any good tools for calculating the lag time for a diversion in WMS for an HMS model. The diversions would have to have the same geometry, length, roughness, and slope for the lag time to be the same. The impact the lag time has on the model calculations is that the hydrograph downstream of the diversion is routed based on the lag time. This means if the lag time for a diversion reach is 30 minutes, it takes 30 additional minutes for the hydrograph to reach the downstream end of the diversion and the hydrograph peak is translated by 30 minutes. There's also a storage attenuation of the hydrograph that occurs along the diversion reach that will decrease the peak flow when the hydrograph is routed using some of the HMS routing methods. Chris
  10. I'm not sure why it's saying the Snyder method. My version of HMS actually did not show the same screen as yours. I wonder what version of HMS you're using. I'm using version 4.1. Send an email to or call Aquaveo Tech support if you want somebody here to look at your model and possibly help you. As far as the style sheets and the reports menu, it's complicated to use. A simple search on google for "Reports menu HMS style sheets" turns up some good results. The best ones I've found are from HEC here and another one here. You could just modify the style sheets included on these sites as needed. Figuring out what names to use in the style sheets and the format is the hard part. I don't have a good source for that. Hope this helps, let me know if you're able to figure out anything with the kinematic wave routing. You could always use the Snyder or Clark transform or just the SCS transform if nothing else works and if that option is available to you. Chris
  11. Ayman98, I do not recommend using the "lake" polygon attribute in the drainage coverage. If you need to define a lake, just define a basin as you normally would (the basin would include the lake, but the lake would not be represented by a polygon or arcs in your watershed) and then convert the basin's outlet point to a "reservoir" type by going to the hydrologic modeling module, right-clicking on the outlet, and then select Add | Reservoir. Then define your HMS reservoir data in the HMS Properties dialog. There are several ways of defining a reservoir in HMS. In general, you need some sort of storage-capacity-discharge curve that is a plot of the volume of water in the reservoir and the outflow from the reservoir at different elevations. There are tools in WMS to help you generate these curves. To get to the tools, Select the reservoir outlet and then select Calculators | Detention Basins to define your storage capacity-discharge curves and then map the curves to the HMS model when you're done. Hope this helps, Chris
  12. Ayman98, You can specify a sink in HMS. Any water that enters a sink just leaves the watershed and does not contribute to the watershed hydrograph. I don't know if this is what you want, but this may be an option for you if you have something like this. You could also model something like this using a diversion if you want some water to bypass the injection well and continue to the watershed outlet point. In either case, you could not model what's happening with the groundwater using HMS. You'd have to use some other model like GSSHA if you want to model surface-groundwater interaction. Or you could run HMS and take the hydrograph from the diversion or sink and use this as an injection well input to a groundwater model like MODFLOW. WMS has options to add sinks or diversions at outlet points. Just right-click on the outlet and select Add | Diversion or Add | Sink. When you export the HMS model, the diversion or sink will be included with your model. There's also a loss model in HMS called the SMA model that you might find useful for what you're doing. The SMA model divides the losses into several layers or "buckets", such as the canopy, soil, and a couple of percolation layers. Any water that exits the second percolation layer is assumed to go to the groundwater. You could use the output from the second percolation layer to determine how much water is entering the groundwater aquifer from your watershed. I don't know how you would use this method with an injection well like yours though. Hope this helps, Chris
  13. I am certainly not an expert on the Kinematic wave method implemented in HMS. I wonder if you increase the number of subreaches on your kinematic wave channels and/or on the overland flow plane. The default is five, but maybe increasing this value will make it so you don't get the first warning you're getting related to the time step. Increasing your channel length by an order of magnitude and decreasing your slope by an order of magnitude should change your results, but maybe not by as much as you think. I tried changing these numbers on a basin and increasing channel length/decreasing slope by a factor of 3 or 4 for each value resulted in only a 2% change in the peak flow. The resulting hydrograph was slightly attenuated when I decreased the slope, and this was expected. The amount of change in your peak flow (if nothing else has changed) seems low if you're referring to the results from changing a single basin in your model. I have no idea why your method would show the Snyder method when you print the results. How are you printing the results? Are you using the HMS reporting tools in the Tools | Reports menu? I usually look at the results in the "Results" tab in the HMS interface and I don't see a place where it prints the transform method in this area. HEC does not provide direct support for their models, but you could try reporting your problem as a bug report to HEC and see if they respond to your problem or help with your modeling issues. Their bug report page is located here: http://www.hec.usace.army.mil/software/hec-hms/bug_report.aspx Hope this helps. Let us know what you figure out so others will know how to solve similar problems, Chris
  14. Here is some further information about this GSSHA course. If you cannot attend the course, you can attend via the teleconference link as shown below: VTC – The course will be broadcast via internet and teleconference. Information is below: www.webmeeting.att.com Meeting Number: 8774119748 Code: 1445950 Teleconference Phone Number: 1-877-411-9748 Access Code: 1445950 Pass Code: 3803
  15. We are pleased to announce that a GSSHA course will be held free of charge to a limited number of attendees. Government workers with expertise in hydrology have highest priority in attending this course. Please contact Chris Smemoe at Aquaveo or see the information below for more information about this course. Workshop on Watershed Modeling with GSSHA April 11-13, 2017 Arctic Hydrology in GSSHA April 14, 2917 Hydrologic Engineering Center, Davis, California You will learn the basics of: • Gridded Surface Subsurface Hydrologic Analysis (GSSHA) model, developed at the U.S. Army Corps of Engineers, Engineering Research and Development Center and the University of Wyoming • Dept. of Defense Watershed Modeling System (WMS), developed by Aquaveo LLC • Spatial data needed to estimate distributed GSSHA model parameters, including data requirements, basics of GSSHA/WMS and how to find and use spatial geographic data to develop GSSHA models using the WMS Hydrologic Model Wizard. • Simulating Arctic hydrology with GSSHA in the one day course feature on April 14. The GSSHA model with WMS support constitutes a complete watershed analysis system that can be used for a variety of hydrologic science and engineering computation and design evaluation, such as flood simulation, hydrologic impacts of land use change, and best management practice design and testing of flood mitigation measures. This course will feature new developments in sediment transport and artic hydrology. Course Layout: Through a combination of lectures and experiential applications, the course features the spatially distributed modeling components of this system. The course begins with an overview of the capabilities of the WMS to ensure maximum benefit from the hands-on portions of the class. Attendees will learn to use WMS to set up GSSHA models that include overland flow, infiltration, distributed rainfall, hydraulic structures, continuous simulations, flood inundation mapping, and sediment transport. A one day course on Artic Hydrology will feature snow melt accumulation and melt, simple methods in GSSHA to simulate seasonally frozen soil, and soil water/thermodynamic modeling in GSSHA for seasonally frozen soils as well as permafrost regions. Outcome: Having completed this course, attendees will gain a working knowledge of the U.S. Army Corps of Engineers (USACE), Engineer Research and Development Center (ERDC) GSSHA model that is supported by the Watershed Modeling System (WMS) interface software. You will also understand how, when, and why you might be able to apply the tools to specific studies as well as understand the input data requirements. This class provides the user with sufficient background to easily set up a sophisticated hydrological model. Who Should Attend? The course is intended for anyone interested in flooding, the effects of landscape changes on hydrology, and/or analyzing best management practices and flood control measures, sediment transport and cold regions hydrology. Experience with hydrologic modeling and numerical methods are a plus but not absolutely required. Some college-level background in hydrologic science and/or engineering is required. Instructors: This short course will be taught by the lead GSSHA developer Dr. Charles W. Downer and GSSHA developer and cold regions expert Dr. Nawa Raj Pradhan, USACE-ERDC. Utility: Once GSSHA models are developed, they can be archived and run in the LINUX supercomputer environment. The GSSHA code is parallelized using OpenMP for execution on multi-core CPUs and is being parallelized by USACE-ERDC for execution in a distributed memory environment. Requirements: Your own computer with the latest version of the Watershed Modeling System (WMS) software installed. This software can be downloaded from http://www.aquaveo.com/downloads. You will be provided with information to license WMS at the start of the course. You can download the tutorials here: http://www.aquaveo.com/software/wms-learning-tutorials. These materials will also be available at the course. Fees, access, other: The course is offered free of charge by dedicated civil servants, just trying to make it great. The course is taught at the Hydrologic Engineering Center, 609 Second Street, Davis, CA. http://www.hec.usace.army.mil/. PDHs are awarded based on contact hours. There are 30 possible contact hours. Information: For information about the course contact: Charles W. Downer charles.w.downer@usace.army.mil. For local Davis, CA information contact Dr. Billy E. Johnson billy.e.johnson@usace.army.mil. Schedule: The basic course is three days, followed by a one day artic hydrology section. The afternoon of Day 3 is comprised of extensive training on sediment transport, including new in-stream sediment transport features in GSSHA. Day 1 – Introduction to GSSHA and Building a Basic GSSHA Model with the Hydrologic Wizard Day 2 - GSSHA Model Applications Day 3 - GSSHA Advanced Topics Morning – Groundwater Afternoon – Sediment transport Day 4 – Artic Hydrology A detailed itinerary follows. DETAILED SCHEDULE Day 1 Tuesday, April 11. Introduction to GSSHA and Building a Basic GSSHA Model with the Hydrologic Wizard Start Finish Duration Activity Topic 08:30 08:45 15 Greeting Introduction of Instructors/Attendees 08:45 09:30 45 Lecture Introduction to Hydrologic Modeling – Presentation 1 09:30 10:15 45 Lecture Introduction to GSSHA – Presentation 2 10:15 10:30 15 Break 10:30 10:45 15 Lecture WMS overview using digital spatial data Presentation 4 10:45 11:00 15 Lecture Images and projections – Pres 5 11:00 11:25 25 Workshop WMS basics and images – Tutorial 40 through 7 11:25 12:00 30 Demo Using the WMS Hydrologic Model Wizard 12:00 13:00 60 Lunch 13:00 13:20 20 Lecture Watershed delineation using DEMs – Presentation 7 13:20 13:40 20 Lecture Overland flow modeling in GSSHA – Presentation 8 13:40 13:50 10 Lecture Basic model setup in WMS – Pres 9 13:50 14:10 20 Workshop Basic model setup with WMS with the Hydrologic Wizard - Tutorial 47 sec. 8 14:10 14:40 30 Lecture Stream routing – Presentation 12A 15:40 14:55 15 Lecture Assigning channel properties with WMS – Presentation 12B 14:55 15:10 15 Break 15:10 15:30 20 Workshop Adding streams to your model with the Hydrologic Wizard – Tutorial 47 Sec. 9 15:30 15:45 15 Lecture Developing index maps with spatial data - Presentation 10 15:45 16:15 30 Lecture Modeling infiltration – Pres 11A 16:15 16:25 10 Lecture Using WMS to develop infiltration inputs – Presentation 11B 16:25 16:45 20 Workshop Adding overland processes to your model using the Hydrologic Modeling Wizard – Tutorial 47 Section 10-16 16:45 17:00 15 Recap of 1st day Day 2, Wednesday, April 12, 2017 GSSHA Model Applications Start Finish Duration Activity Topic 08:00 08:15 15 Lecture Distributed rainfall – Presentation 14B 08:15 09:15 60 Workshop Distributed rainfall – Tutorial 49 09:15 09:30 15 Break 09:30 09:45 15 Review Distributed rainfall 09:45 10:15 30 Lecture Hydraulic structures and embankments – Presentation 15 10:15 10:30 15 Lecture Using WMS to develop land-use change scenarios – Pres 17 10:30 12:00 90 Workshop Land use change – Tutorial 50 & 51 12:00 13:00 60 Lunch 13:00 13:45 45 Lecture Continuous simulations - Pres 18 ABC 13:45 14:45 60 Workshop Continuous simulations – Tutorial 52 14:45 15:00 15 Review Continuous simulations 15:00 15:30 30 Lecture Flood inundation modeling – Pres 20&21 15:30 15:45 15 Break 15:45 16:45 60 Workshop Flood inundation modeling – Tut 55 Day 3, Thursday, April 13, 2017 GSSHA Advanced Topics Start Finish Duration Activity Topic 08:00 08:45 45 Lecture Groundwater Modeling Fundamentals 30 08:45 09:15 30 Lecture Groundwater Modeling in GSSHA 31 09:15 10:00 45 Lecture Using WMS to develop groundwater model inputs - Pres 32 10:00 10:15 15 Break 10:15 11:15 60 Workshop Basic Groundwater Modeling – Tut 59 11:15 12:15 60 Workshop Surface groundwater interaction – Tut 60 12:15 13:30 75 Lunch 13:30 14:00 30 Lecture Sediment Transport – Pres 21 14:00 14:15 15 Lecture Sediment Transport Interface – Pres 21A 14:15 15:00 45 Workshop Sediment Transport – Tutorial 53 15:15 15:30 15 Break 15:30 16:00 30 Lecture In-stream sediment transport 16:00 16:45 45 Workshop In-stream sediment transport 16:45 17:00 15 Lecture Additional resources – Presentation 23 Day 4, Friday April 14, 2017 Arctic Hydrology Start Finish Duration Activity Topic 08:00 08:30 30 Lecture Arctic 1 - Continuous simulations with snow – Pres 19 08:30 09:15 45 Workshop Arctic 1A - Continuous simulations with snow - Tutorial 64 09:15 09:45 30 Lecture Simple frozen soil options in GSSHA 09:45 10.00 15 Break 10:00 10:30 30 Workshop Simple frozen soil options in GSSHA 10:30 10:50 20 Lecture Soil thermodynamics modeling theory 10:50 11:20 30 Lecture Modelling effects of frozen soil and hydrological dynamics in permafrost regions 11:20 12:20 60 Workshop Simulation of frozen soils and hydro -Simulating soil temperature profile. -Active layer hydraulic conductivity. -Watershed discharge. 12:20 13:30 70 Lunch 13:30 14:00 30 Discussion Simulation of frozen soils and hydro