Home

Installation Guide - Basement

image

Contents

1. eee 1 2 1 2 Setup and First Start 1 2 1 2 1 System Requirements uurssennesnnnnnennnnnnnnnennnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nna 2 1 1 2 1 1 Microsoft WING OWS ee cese ere ie er neret Rede atten ra adden in 2 1 1 2 1 2 LINUX csi ie e eee nte d e LR ee lee 2 1 1 2 1 3 Hardware Configuration sereine iae E TEE E nennen 2 1 2 2 2 Installing under Windows ns annanse eren ennnnnerenennennaerenennensennenennnnnenenennennn 2 2 1 2 2 1 Getting the binaries ua eot rr RH SE ER Lp HERR HEUS SOM DELE 2 2 1 2 2 2 Installation procedure nnnnnnnnnnnnen eenen vereen ennen ennennennener serene ennen ennn 2 2 1 2 3 Running BASEMENT on Microsoft Windows eene 2 3 1 2 3 1 Running BASEMENT using the Graphical User Interface 2 3 1 2 3 2 Running BASEMENT on the Console sem 2 3 3 24 Installing under LINUX eerte tenente dennen 2 4 1 2 4 1 Getting the binaries scettr tnit n entren na En dde E Eon 2 4 1 2 4 2 Installation procedure nnn annen eneen ereen ennen enneenennener serene eenen enen 2 4 1 25 Running BASEMENT on LINUX nanne en enseerenneeeenensenennserenennereens 2 5 1 3 Release Notes 2 5 1 SE MEA CIC EE PE 3 1 1 3 2 Version TA ee nion i ec tester ree 3 2 1 SEEEAUCIODIEE cM 3 3 1 34 Version TO 3 Em 3 4 1 3 5 Mersion a E
2. m s m s m s m s m m m m m INDEX AND GLOSSAR local sediment source per cell and grain size class Time Vector of conserved variables Flow velocity vector with Cartesian components u v w shear stress veleocity Cartesian components of flow velocity vector U Cartesian components of depth averaged flow velocity Cartesian components of flow velocity at bottom Cartesian components of flow velocity at water surface Volume Cartesian coordinate axes Distance in corresponding Cartesian direction Bottom elevation Water surface elevation Elevation of active layer floor VAW ETH Z rich Version 4 23 2007 System Manuals BASEMENT A 4 Greek Symbols Symbol seq Ax Ay Az SS X VAW ETH Z rich Unit H s s s s m kg ms m s m s m s m s kg m kg m N m N m N m N m N m m APPENDIX AND INDEX Definition Empirical parameter depending on the dimensionless Shear stress of the mixture volumetric fraction of grain size class g inactive layer volumetric fraction of grain size class g in active layer Eddy diffusivity Karman constant Computational time step Time step for hydraulic sequence Time step for sediment transport sequence Overall sequential time step Grid spacing according to three dimensional Cartesian Coordinate system IR with coordinates x y z Molecular viscosity
3. SYSTEM MANUALS of BASEMENT System Manuals BASEMENT This page has been intentionally left blank VAW ETH Z rich System Manuals of BASEMENT CREDITS VERSION 2 5 3 October 2015 Project Team Software Development Documentation and Test alphabetical D Ehrbar MSc ETH Civil Eng M Facchini MSc Environmental Eng M Gerber BSc Software Eng S Kammerer MSc ETH Environmental Eng S Peter MSc ETH Civil Eng L Vonwiller MSc ETH Environmental Eng Project Supervisor Dr D Vetsch Dipl Ing ETH Scientific Advisor Dr A Siviglia MSc Director VAW Prof Dr R Boes Art Design and Layout W Th rig D Vetsch Former Project Members em Prof Dr Ing H E Minor Director of VAW 1998 2008 Dr R Fah Dipl Ing ETH Scientific Supervisor 2002 2013 Dr Ing D Farshi MSc Software Development 2002 2007 Dr R Veprek Dipl Rech Wiss ETH Software Development 2009 2010 R Muller Dipl Ing EPFL Software Development 2003 2012 P Rousselot Dipl Rech Wiss ETH Software Development 2006 2014 Dr C Volz Dipl Ing Umwelttechnik Software Development 2007 2015 Commissioned and co financed by Swiss Federal Office for the Environment FOEN Contact basement ethz ch http www basement ethz ch WAY ETH Laboratory of Hydraulics Eidgen ssische Technische Hochschule Z rich Hydrology and Glaciology Swiss Federal Institute of Technology Zurich 2006 2015 E
4. 5 237428e 000 C QP A19 SD regionA TIME 3 301174e4005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 351192e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 401209e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 451227e4005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 501244e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 551262e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 601279e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 651296e 005 Time Step 5 237428e 000 C QP A19 SD region TIME 3 701314e 005 Time Step 5 237428e 000 CS QP_A19 SD regionA TIME 3 751331e4005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 801349e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 851366e4005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 901384e4005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 3 951401e4005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 001419e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 051436e4005 Time Step 5 237428e 000 C QP A19 SD regionA TIME 4 101453e4005 Time Step 5 237428e 000 C QP A19 SD regionA TIME 4 151471e4005 Time Step 5 237428e 000 CS QP_A19 SD regionA TIME 4 201488e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 251506e 005 Time Step
5. General New Features Graphical user interface GUI for BASEMENT with integrated reference manual Enables faster and correct setup of command files setup and interpolation of BASEchain topography files and running a simulation Visualization BASEviz revised and improved to be more interactive Additional Q t Table implemented for flow control All sediment transport formulas can now be used for BASEchain and BASEplane Additional bedload transport formula implemented with Meyer Peter M ller approach for multi grain with critical shear stress correction according to Ashida and Michiue Subsystem BASEparse Various changes and standardizations of input tags in the command file parser Attention The changes of the command file s structure are not backwards compatible Input files for v1 7 will not work with v2 0 and vice versa We recommend all users to update to version 2 0 Guidance on how to convert old command files into the new format There are several possibilities to update old command files Maybe the easiest way is to use the new graphical user interface GUI Start the program BASEMENT and open your old command file The message parsing failed will pop up and ask you to open your file in the raw editor to fix it Confirm with the OK button In the raw editor the parse errors will appear in the lower section in red colour Invalid tags are pointed out and possible tags are proposed Apply the p
6. Subsystem BASEplane New Features New framework for data output with additional features and output variables Geometric approach for gravitational bed load transport slope failures Some speed improvements for hydraulic calculations Additional sediment inflow boundary condition which sets inflow to transport capacity Changes in calculation of sediment fluxes Upwind factor now has more effect Bug fixes H Q iterations and default precision in Hydrograph boundary conditions fixed Bug fix in treatment of fixed bed regions based on material index Bug fix in deletion of layers Bug fix for sediment restart Error at simultaneous binary tecplot output of hydraulic and sediment data fixed System Manuals 3 6 2 Additions and corrections Revision of hydraulic tutorial for BASEchain New hydraulic and sediment tutorial for BASEplane HTML documentation files can be automatically generated by starting BASEMENT with command line flag doc VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 7 Version 2 1 General New Features Controller extended for external sources Support of jpeg output of BASEviz visualization experimental Subsystem BASEchain New Features A simple consideration of internal levees Time dependent grain mixtures as new upper boundary for bed load Multiple soils in one cross section are possible again a factor is available to
7. 5 new chapter about parallel processing Part UII 3 3 some hints concerning mesh quality especially how to deal with ambiguous elements Part Ulll almost complete revision Examples for and comments on newly added features Part UIV overall correction Part RI complete revision Part RII 2 3 treatment of inner boundaries Part RII 3 2 schemes for suspended sediment transport Part RIII additional test cases for suspended sediment transport and parallel execution Part RIV complete revision Update your hardcopy version with the documentation patch VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 3 Version 1 5 General New Features Batch Mode running BASEMENT with program arguments Subsystem BASEchain New Features Source and sink of suspended load Conservation of sediment exchange between bed and suspended load improved Bug fixes Wrong warning concerning friction definition eliminated Subsystem BASEplane New Features Gate Boundary HLLC Riemann solver Bug fixes Value Check hQ Relation Correction of Hydrograph boundary at supercritical flow conditions Bug fix of edges memory reservation in case of very large grids with many holes Vector length scaling added for the vtk velocity vector output Prevent output of negative flow depths VAW ETH Zurich 3 3 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION T
8. 5 237428e 000 CS QP A19 SD regionA TIME 4 301523e4005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 35154le4005 Time Step 5 237428e 000 CS QP_A19 SD regionA TIME 4 401558e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 451575e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 501593e 005 Time Step 5 237428e 000 C QP A19 SD region TIME 4 551610e 005 Time Step 5 237428e 000 CS QP_A19 SD regionA TIME 4 601628e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 651645e 005 Time Step 5 237428e 000 CS QP A19 SD regionA TIME 4 701663e4005 Time Step 5 237428e 000 CS QP A19 SD region s COCCI 46 00 00 12 00 00 26 RTS 37512 BASEMENT version 2 0 Rc1 beta R690 Below the console the progress of the simulation is shown together with the elapsed time and a guess of the required overall time At the lower right the real time speedup RTS of the simulation is shown The real time speed up gives the number of seconds calculated in the simulation within one real time second All files containing the results will be saved in the working directory containing the command and auxiliary files Further details concerning the GUI of BASEMENT are explained in the user manual UIII Notice The command filename must not contain any spaces or special characters like a 6 e etc 2 3 2 VAW ETH Zurich Version 8 12 20
9. AND NATURAL HAZARD SIMULATION ln This computer program is protected by copyright law and intemational treaties lication or distribution of this program or any portion of it may result in severe civil g eish penalties and will be prosecuted to the maximum extent possible under the law ETH Zurich VAW 2006 cms cear VAW ETH Z rich 2 2 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Step 3 Accepting the License Agreement The next step is the license agreement please read it carefully By activating the I agree button you accept the terms and conditions to use this software it BASEMENT License Agreement Please take a moment to read the license agreement now If you accept the terms below click I Agree then Next Otherwise click Cancel SOFTWARE LICENSE between ETH Zurich Ramistrasse 101 8092 Z rich Represented by Prof Hans Erwin Minor VAW Do Not Agree Cancel lt Back 2 2 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Step 4 Select the Installation Folder After accepting the License agreement you can choose where to install the binaries Default proposition is C program files BASEMENT You are free to choose any other directory The button Disk costs compares your free disk space with the required space for BASEMENT You can also choose whether BASEMEN
10. Furthermore the model setup and configuration i e the assembling of the command file is completely integrated into the GUI The user is guided through the setup and any input is validated directly In addition the integrated help function which is based on the command file reference provides detailed information on the meaning of input parameters This gives way to a clearer model setup compared to the rather fault prone manual text editing which is still available and also accessible through the GUI Another main feature of the new GUI is the editing of the topography for BASEchain Besides the GUI based setup interpolation and thinning out of model cross sections a graphical viewer helps the user to check the configuration and subdivision For this reason the new version of VAW ETH Z rich Version 9 5 2014 System Manuals of BASEMENT PREFACE BASEMENT comes with its own topography file format for BASEchain The new format has a clear structure similar to the style of the command file Moreover the visualisation of actual results during a simulation with BASEviz has been improved and is now more interactive i e the simulation can be paused continued or the variable shown can be switched Other improvements concern computational efficiency and sediment transport especially gravitational bed load transport Please refer to the release notes in the section introduction and installation of this manual for further details abou
11. define from which degree of submersion a soil is considered to be wetted and will be moved For bed load transport the definition of the bed bottom is needed again Bug fixes Transport diagram Monitoring point integration for simulations starting after time O No more elimination of elevations smaller than h dry in hydraulic balance Initialisation of initial time step Subsystem BASEplane New Features New upwind method for suspended transport New binary restart file format CGNS contains all restart data and enables restart from different solution times hydraulics bed load and suspension Reduced mesh dependence in many situations due to changed formulation of Riemann problem on edges Initial depth is set to zero over the domain and no longer to depth min Several improvements in data output depth wse output are consistent now sediment balancing improved added specific discharge renaming of z bed gt z element and zcoordz node Some speed improvements for parallel execution Improvements and parallelization of gravitational transport Bug fixes Bugfix for inner gate because unphysical flux could be generated in dry cells Bed load transport rate was determined too small in some cases Bugfix of 2dm mesh input Internal edges of last nodes of the mesh could be falsely treated as boundary edges Tecplot output was restricted to 6 digits now changed to 8 digits Bugfix in layer interpolation on sediment e
12. validate the implemented numerical models and to check for their reliability different well known and well documented test cases have been carried out The models have been tested against analytical solutions and flume data This chapter is mainly intended for experts but also interesting for general users who like to explore the capabilities and limits of the provided models R IV Command and Input Files These documents describe the elements of the command file their syntax in detail and give many examples Maybe this is the most significant part of the manual for the user at work Herein one finds a description for each parameter and its causal arrangement Also the formats of auxiliary files such as hydrographs or topography files are discussed Without a well considered definition and arrangement of simulation parameters the program may produce inconsistent results or even does not run at all The parameter descriptions and the examples can also be accessed via the help function in the graphical user interface GUI for all input tags VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 2 Setup and First Start 2 1 System Requirements 2 1 1 Microsoft Windows BASEMENT is available for the following MS Windows systems Windows Vista Windows 7 Releases are only tested on Windows XP According to reports from users of earlier releases BASEMENT also runs on Windows 7 Windows Vist
13. 1 exe f F Project_2 run bmc b CAPrograms Basement BASEMENT v2 2 1 exe f F Project_3 run omc b Then run the batch file by double clicking VAW ETH Z rich 2 3 3 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 2 3 4 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 2 4 Installing under LINUX 2 4 4 Getting the binaries You need to get a copy of the actual distribution as described in the Windows installation section One can either download the most recent version from the projects webpage http basement ethz ch or one has an official manual including a CD which can be ordered on the same webpage 2 4 2 Installation procedure The installation of program and documentation on LINUX systems is to be done via the console Please replace all occurrences of X Y in the installation introduction by the actual version number Step 1 Preparation of the installation Before unzipping the zipped installation file you probably want to create a temporary directory tmp and copy the downloaded file into this directory Change to this directory where the downloaded zip file is located Unzip the file by typing unzip BASEMENT_vX Y_linux zip Step 2 Installation of BASEMENT and license agreement Under the unzipped files you can find an executable named setup and an install txt which h
14. 15 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 2 3 2 Running BASEMENT on the Console The following command line arguments are available which can be also obtained in the command prompt console with the help command h typing BASEMENT vX Y exe h whereas X Y has to be replaced by the actual version number version display BASEMENT version 0 args h display help information 0 args f filename bmc name of commandfile to be executed 1 arg t pares input file and validate for errors combination with f b no user inputs required 0 args verbose detailed information outputs 0 args no cls no clear screen 0 args log log level of output 1 arg 2 6 doc output of documentation in html format Of particular interest is the possibility to run BASEMENT in the batch mode The batch mode is started by calling the BASEMENT executable using the b command line switch The command line switch b selects the batch mode and prevents the GUI to be started The desired command file is defined using the f command line switch In a batch file several simulations can be runned consecutively for example over the weekend To generate a batch file just create an empty text file and replace the ending txt by bat In this file several command lines can be defined as for example C Programs Basement BASEMENT_v2 2 1 exe f F Project_1 run bmc b CAPrograms Basement BASEMENT v2 2
15. Kinematic viscosity u p Isotropic eddy viscosity Turbulent kinematic viscosity v v c uh Base kinematics eddy viscosity Mass density fluid Bed material density Cartesian components of bottom shear stress vector Vector of shear stress at bottom due to water flow Critical shear stress related to grain size d Cartesian components of surface shear stress vector Vector of shear stress at water surface e g due to wind Area of an element Hiding factor A 4 1 Version 4 23 2007 System Manuals BASEMENT INDEX AND GLOSSAR This page has been intentionally left blank A 4 2 VAW ETH Z rich Version 4 23 2007
16. MENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 2 2 4 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 2 3 Running BASEMENT on Microsoft Windows 2 3 1 Running BASEMENT using the Graphical User Interface After having successfully installed the program you may notice the icon for BASEMENT on your desktop Li BASEMENT vx Y This is the Icon used for the program executable The command files have a similar icon but are additionally identified by CMD within the logo To get the icon for a command file displayed the command file must end with bmc There are two ways to start the program Either by clicking on the program symbol or directly by double clicking a command file File with bmc ending for BASEMENT Since version 2 0 BASEMENT runs as a standalone application including a simple graphical user interface to run BASEMENT in batch mode see chapter 2 3 2 BASEMENT File He BASEMENT version 2 0 RC1 beta R69 Edit command Edit 1D Grid tun Stop nni 88 FRERES PEESESES SE iid FE P BREESE 8 8 PE OE a8 88 888 98 BE Po sg 8 8 dg 8 OE s LLL HERE L Pp gs PRSSSSSS FE PPS HEIEN HEIEN S8 SEP PS BERBER HR SP HE BE RRRRRERRR 8 8 n 88 88 ae Pes 8 8 8 se 8 9 o 8 og o S BRRRRRER BR 3 HENKIE BRRBRRER HH PE OFERERPER PY n BASEMENT Basic Simulation Environment For Computation Of Environ
17. New block LATERAL COUPLING introduced for lateral coupling Attention The changes of the command file structure are not backwards compatible Input files for v2 3 will not work with v2 4 and vice versa We recommend all users to update to version 2 4 Subsystem BASEchain New Features Smart amp Jaeggi sediment transport formula extended to multi grain with hiding amp exposure according to Ashida amp Michiue VTK visualization BASEviz now takes geo referencing into ac count HecRas conversion script redesigned and enhanced Script integrated into BASEmesh Bug fixes Bugfix zhydrograph now applicable for upper and lower boundary Suspension calculations slightly modified especially exchange rates sources VAW ETH Z rich 3 10 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Subsystem BASEplane New Features SMS outputs sol enhanced with reference time in Julian date format Enhanced output for external water source separately for each element Added output in VTK Format use free visualization program Paraview New boundary type movement of bed evelation enforced via file input Defined in GEOMETRY gt BOUNDARY block New output for external hydraulic discharge source external source discharge shows the element history of the external source Bug fixes MDPM scheme works now for pollutant transport only Bugfix output of tracked vari
18. ON AND INSTALLATION 3 5 Version 1 7 General New Features Coupling of subsystems BASEchain and BASEplane i e sub domains Flow control in river systems Subsystem BASEchain New Features Multiple boundaries at in and outflow cross sections Speed improvements for explicit simulations Improvements of zhydrograph boundary condition Changed behaviour of qlateral source now uses one cross section Bug fixes Batch execution mode corrected Subsystem BASEplane New Features Suspension transport 2 D Improvements of inner boundaries New procedure for updating velocities at partially dry elements prevention of high velocities at wet dry interfaces ZHydrograph boundary condition enhanced to be used as outflow or inflow Bug fixes Correction of hydrograph boundary in case of no inflow Negative area for element prevented only occurs when 2dm is manually changed so that nodes are not counter clockwise Bug fixes in Tecplot output routines Default behaviour of HQ relation changed partially dry edges are treated as zero_gradient instead of wall System Manuals new chapters on model coupling and flow control additions and corrections VAW ETH Zurich 3 5 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 3 5 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 6 Version 2 0
19. T possibility to split TECPLOT files into several output files one for each output value to prevent too large file sizes Bug fixes Bugfix and improvement of wall friction computation original concept was flawed Bugfixes for external coupling Bugfix of sediment restart hotstart in case of multiple soil layers Bugfix of determination of removable water volume in water sinks System Manuals Additions and corrections New manual and tutorial for BASEmesh QGIS Plugin 3 9 2 VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 10 Version 2 4 General New Features New computation of Zhang s settling velocity New 3 D seepage model BASEsub experimental Lateral 1 D 2 D Model coupling improved automatic assignment of 1D and 2D elements new options and tutorial Redesign of block structure Added documentation option to help menu Bugfixes Bugfix restart hot start for coupled simulations corrected Bugfix coupling type confluence_wse could not be properly activacted Improved parsing of series file comments are possible at the end of a line everything after or is discarded Subsystem BASEparse New tag start_time in TIME STEP block introduced replaces restart start time in BASEplane STRINGDEF output improved considering the flow direction Each STRINGDEF definition now needs the tag upstream direction to be defined
20. T ease oie ete cect atau E E 3 5 1 3 6 Version 2 O DE 3 6 1 3 1 NVersSiOMZ T REN 3 7 1 SE a WEPSION 222 LEID T 3 8 1 3 9 Mersiom A AEE E ATE AE 3 9 1 3 10 Mersion 2 4 eniin nia e nnen E ioe edipi raanei naia aaea ihanine a aA een 3 10 1 3 11 Version 2 Dean anaa ea ran cae cede sade Er E aaaea Ern La pae ee Dr a ea Exe Cua 3 11 1 STET Version 25 1 ea HER RI 3 11 2 3 112 Version 2 5 2 ERE A E A E aiectens 3 11 2 Sel Vest CMERSIOMG2 23 8 a a E i aa eee ERR a E dogs 3 11 3 4 Features of Current Version 3 11 1 4 1 Subsystem BASEchain une en engeren 4 1 1 4 2 Subsystem BASEplane eene nnne nennen nennen nennen 4 2 1 VAW ETH Z rich i Version 10 16 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 4 3 Subsystem BASESUD cccc ccciseccicceecidccetceeectcccedecnsccuecueeseeccuseeteseendebeeeesscevesceesesed 4 3 1 ii VAW ETH Zurich Version 10 16 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 1 Summary of Contents 1 4 Introduction The intention of the BASEMENT system manual is to guide and support the user in carrying out numerical simulations with BASEMENT The documentation in particular the introductory and theoretical chapter shall provide a deeper insight into the implemented numerical models their application and according preparation of necessary input data As a matter of fact the application of state of the art numerical models fo
21. T is installed for all users on this machine or just for the active account If the installation is desired for all users you need to be logged in as administrator When you finished your choice click next to continue i pasementuer uni Select Installation Folder BASEME The installer will install BASEMENT to the following folder To install in this folder click Next To install to a different folder enter it below or click Browse Folder C Programme BASEMENT vr Browse Disk Cost Install BASEMENT XY for yourself or for anyone who uses this computer Everyone C Just me Cancel lt Back Step 5 and 6 Confirming and Finishing the Installation This is the last chance to rethink the decision about an installation Clicking next will start the installation process After all files are copied a final window informs about the success of the installation Click close to finish the installer BEE Installation Complete jg BASEMENT vX y E lel x L Confirm Installation BASEMENT The installer is ready to install BASEMENT vX Y on your computer BASEME BASEMENT vX Y has been successfully installed Click Next to start the installation Click Close to exit For information on new releases please visit the BASEMENT website http www basement ethz ch VAW ETH Z rich 2 2 3 Version 8 12 2015 System Manuals BASE
22. TALLATION Up to this moment BASEMENT was successfully tested on 1 to 16 core Intel and AMD computers 2 1 2 VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 2 2 Installing under Windows 2 2 1 Getting the binaries First of all you need to get a copy of the recent software package You can either download the most recent version from the projects webpage http basement ethz ch free of charge or you can order the official manual as print version including a CD and a specially illustrated ring binder using the order form on the project webpage only production costs will be charged approx CHF 100 2 2 2 Installation procedure Installation of BASEMENT from CD should start automatically if you have autorun enabled Otherwise open the disk workspace and run setup exe by double clicking the icon The same procedure applies if you have downloaded the newest version from the projects webpage Step 1 and 2 Welcome The splash screen of the installation opens up and shows the actual version to be installed Click next to continue The second window displays some warning about copyright protection Click next to continue iix ziixi Welcome to the BASEMENT vX Y Setup Wizard Version X Y Month Year BASEME BASIC SIMULATION ENVIRONMEN R 3 d FOR COMPUTATION OF ENVIRONMENTAL FLOW The installer will guide you through the steps required to install BASEMENT vX Y on your computer
23. TH Zurich VAW Vetsch D Siviglia A Ehrbar D Facchini M Gerber M Kammerer S Peter S Vonwiller L Volz C Farshi D Mueller R Rousselot P Veprek R Faeh R VAW ETH Z rich Version 10 16 2015 System Manuals of BASEMENT CREDITS Citation Advice For System Manuals Vetsch D Siviglia A Ehrbar D Facchini M Gerber M Kammerer S Peter S Vonwiller L Volz C Farshi D Mueller R Rousselot P Veprek R Faeh R 2015 System Manuals of BASEMENT Version 2 5 Laboratory of Hydraulics Glaciology and Hydrology VAW ETH Zurich Available from lt http www basement ethz ch gt date of access For Website BASEMENT Basic Simulation Environment for Computation of Environmental Flow and Natural Hazard Simulation 2015 http www basement ethz ch For Software BASEMENT Basic Simulation Environment for Computation of Environmental Flow and Natural Hazard Simulation Version 2 5 ETH Zurich VAW Vetsch D Siviglia A Ehrbar D Facchini M Gerber M Kammerer S Peter S Vonwiller L Volz C Farshi D Mueller R Rousselot P Veprek R Faeh R 2006 2015 VAW ETH Z rich Version 10 16 2015 System Manuals of BASEMENT PREFACE Preface to Versions 1 0 1 3 The development of computer programs for solving demanding hydraulic or hydrological problems has an almost thirty year tradition at VAW Many projects have been carried out with the application of home made nume
24. TION 2 5 Running BASEMENT on LINUX If the installation succeeded start BASEMENT with its graphical user interface in a terminal window with a shell command prompt just by typing basement Selecting an actual simulation running a simulation on LINUX or using batch mode works the same way as it does on Windows see chapter 2 3 1 and 2 3 2 Notice The command filename must not contain any spaces or special characters like a o e etc VAW ETH Z rich 2 5 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 2 5 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 Release Notes 3 1 Version 1 3 Subsystem BASEdomain A logical error check is performed between reading the input file and the start of the simulation In case of logical errors contradictions missing information the simulation will stop immediately In any case a file inputerror err is created where all errors and warnings are listed for the current simulation It is highly recommended to have a look at this file for every simulation being started Subsystem BASEchain problem in computation of cross section area fixed problem with omission of values in topography file fixed sediment transport fixed new output difference of water volume new output difference of sediment volume bed load formula of Rickenmann outp
25. a and Windows 2000 BASEMENT needs the following third party software to be installed NET Framework 3 5 or higher Microsoft Visual C 2008 SP1 Redistributable Package x86 Both packages are freely available from Microsoft On most machines they are already installed because other software uses them also For information how to get these files please visit the FAQ on the webpage For the latest news concerning new features and current changes please visit the webpage 2 1 2 Linux BASEMENT is available for the following Linux systems The binary was compiled and tested on the following LINUX x86 64 Ubuntu 12 04 LTS alias Precise Pangolin o Kernel version 3 5 0 35 SMP o GNU C Library glibc version 2 15 o VTK version 5 8 Ubuntu 14 04 LTS alias Trusty Tahr o Kernel version 3 13 o GNU C Library glibc version 2 19 o VTK version 5 8 If you need a binary for a different version feel free to contact us Furthermore there is a binary without GUI and without real time visualization VTK This binary should run on most debian based linux systems and clusters VAW ETH Z rich 2 1 1 Version 8 12 2015 System Manuals BASEMENT 2 4 3 Hardware Configuration We recommend the following hardware configuration single or multi core processors x86 x86 64 o Intel Xeon Core 2 Pentium 4 o AMD K7 K8 K10 RAM 1 GB per core shared memory architecture INTRODUCTION AND INS
26. ables min max sum did crash in some cases Bugfix polygons in shape output need to be closed Bugfix feature for cycle step algorithm very small correction time steps are now neglected if they are smaller than the minimum time step size Bugfix bad memory allocation for restart simulations with suspended load System Manuals Additions and corrections Documentation of transport formula of van Rijn New tutorial added for lateral coupling BASEMENT New tutorial added for 1D cross section generation using HEC GeoRAS BASEmesh 3 10 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 11 Version 2 5 General New Features see subsystems for new features Bugfixes Minor fixes to HECRAS BASEMENT conversion script Subsystem BASEparse New INITIAL block for 1D morphological simulations introduced SOURCE block for 1D morphological simulations moved from BEDLOAD to MORPHOLOGY block Renamed tag theta critic to theta critical in PARAMETER block in BEDLOAD block for 2D morphological simulations Attention The changes of the command file structure are not backwards compatible Input files for v2 4 will not work with v2 5 and vice versa We recommend all users to update to version 2 5 Subsystem BASEchain New Features Additional monitoring output added mean cross section bottom elevation Monitoring ou
27. ars as well as state of the art numerics with general applicability and providing the ability to simulate sediment transport Additionally professional documentation is a must As to meet all these demands a part wise reengineering of existing codes Floris 2dmb has been carried out while merging it with modern and new numerical approaches From a software technical point of view an object oriented approach has been chosen with the aim to provide reusability reliability robustness extensibility and maintainability of the software to be developed After four years of designing implementing and testing the software system BASEMENT has reached a state to go public The documentation at hand confirms the invested diligence to create a transparent software system of high quality The software in terms of an executable computer program and its documentation are available free of charge It can be used by anyone who wants to run numerical simulations of rivers and sediment transport either for training or for commercial purposes VAW ETH Z rich Version 9 5 2014 System Manuals of BASEMENT PREFACE The further development of the software tends to new approaches for sediment transport simulation carried out within the scope of scientific studies on one hand side On the other hand effectiveness and composite modelling are the goals On either side a reliable software system BASEMENT will have to meet expectations of the practical
28. artially wetted cells were not treated correctly Gravitational transport no longer requires an addtitional BEDLOAD or a SUSPENSION block to be defined External sources for bed load amp suspension moved to MORPHOLOGY block INITIAL block in MORPHOLOGY block is now mandatory Bugfix in output of sediment inflow at first time step Bugfix critical shear stress of incipient motion theta critic was not correctly initialized System Manuals Additions and corrections VAW ETH Z rich 3 8 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 3 8 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 9 Version 2 3 General New Features New pre and post processer BASEmesh for unstructured 2 D mesh creation setting of material indices and visualization Usable as plugin in the free software Quantum GIS QGIS on Windows and Linux Enhancement of lateral coupling automatic creation of connections between 1 D cross sections and 2 D edges experimental Bugfixes Bugfix of HEC RAS conversion script for non georeferenced files Subsystem BASEparse New TIMESTEP block introduced in command file Improved documentation of controller features Units of sediment boundaries and sources clarified Ranges of tag values in command file are now shown correctly Additional warnings added for non plausib
29. as additional information on the installation process To start the installation run setup setup and follow the instructions The license text of BASEMENT is displayed and must be agreed on to proceed with the installation After running setup the password protected zip file is extracted and the debian package file is available VAW ETH Zurich 2 4 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Step 3 Installation of debian deb package To ease the installation of BASEMENT a debian package is created which automatically installs all needed files the documentation and the tutorials and test cases on the pc To install this package administrator rights are needed Therefore on Ubuntu the sudo command is needed To start installation type sudo dpkg i basement X Y XXX deb The debian package automatically detects if your configuration misses one of the needed requirements In such a case you can use apt get install on Ubuntu systems to install the missing packages Previous versions of basement are automatically detected by the installer and deleted before the installation starts If the installation of the package was successful than the binary file is copied to usr bin and the program files the documentation the test cases and the tutorial are available under usr share basement 2 4 2 VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLA
30. b kin viscosity d m Mean grain size of the size class g d m Arithmetic mean grain size according to Meyer Peter amp M ller F U G U Flux vectors F N Force g m s Gravity h m Water depth flow depth hg m Thickness of active layer 5 K m s Conveyance factor K k ARAS k m s Strickler factor k mm equivalent roughness height m kg Mass n m s Normal directed outward unit flow vector of a computational cell ng Total number of grain size classes M Ns Momentum P N m Pressure P m Hydraulic Perimeter P Porosity Pp Porosity of bed material in active layer P sub Porosity of bed material in sub layer Q m s Stream or surface discharge Q m s total bed load flux for cross section dg m s m total bed load flux of grain size class g per unit width Gs dp m s m Cartesian components of total bed load flux ds Ap xx gt AB yy m3 s m Cartesian comp of bed load flux due to stream forces Qp gt dp m siml Cartesian comp of lateral bed load flux q m s Specific lateral discharge discharge per meter of length R m Hydraulic radius S U Vector of source terms S Friction slope Sa H Bed slope S m s suspended load source per cell and grain size class Sf m s active layer floor source per cell and grain size class VAW ETH Z rich A 3 1 Version 4 23 2007 System Manuals BASEMENT A 3 2 m s s m s m s
31. cording interaction in consideration of movable boundaries and morphological changes 2 License of ETH Zurich ETH Zurich hereby grants a single non exclusive world wide royalty free license to use Software to the licensee subject to all the terms and conditions of this Agreement 3 The scope of the license a Use The licensee may use the Software according to the intended purpose of the Software as defined in provision 1 by the licensee and his employees for commercial and non commercial purposes The generation of essential temporary backups is allowed b Reproduction Modification Neither reproduction other than plain backup copies nor modification is permitted with the following exceptions Decoding according to article 21 URG Bundesgesetz Uber das Urheberrecht SR 231 1 If the licensee intends to access the program with other interoperative programs according to article 21 URG he is to contact licensor explaining his requirement If the licensor neither provides according support for the interoperative programs nor makes the necessary source code available within 30 days licensee is entitled after reminding the licensor once to obtain the information for the above mentioned intentions by source code generation through decompilation c Adaptation On his own risk the licensee has the right to parameterize the Software or to access the Software with interoperable programs within the aforementioned scope of the lice
32. ed material storage layer sub layer Property corresponding to three dimensional Cartesian coordinate system R with coordinates x y z Dual property i e Os bed load discharge in x direction Triple property i e O5 bed load discharge of grain size class g in x direction Version 4 23 2007 System Manuals BASEMENT INDEX AND GLOSSAR This page has been intentionally left blank A 1 2 VAW ETH Z rich Version 4 23 2007 System Manuals BASEMENT APPENDIX AND INDEX A 2 Differential Operators d decr de Differential operator for derivation with respect to variable x d dr Differential operator for derivation of order 71 w r to var X 6 Ew ox Partial differential operator for derivation w r to variable x x e ER Partial differential operator for derivation of order n w r to var X x V Nabla operator In three dimensional Cartesian coordinate system R with coordinates x y z V XE VAW ETH Z rich A 2 1 Version 4 23 2007 System Manuals BASEMENT INDEX AND GLOSSAR This page has been intentionally left blank A 2 2 VAW ETH Z rich Version 4 23 2007 System Manuals BASEMENT APPENDIX AND INDEX A 3 English Symbols Symbol Unit Definition A m Wetted cross section area a m s Acceleration A m Reduced area C m s Wave speed C H Friction coefficient C Concentration C Dimensionless coefficient used for tur
33. ed reflection of the source code All in all it was very worthwhile Last but not least there are numerous bugs fixed and some new features in the current version Mainly the efficiency of the software has been improved The first stage of parallelisation is completed The current implementation of the code includes the OpenMP interface which allows for parallel execution of the basic computation loops In other words the software is now able to exploit the power of current multi core processors with a VAW ETH Z rich Version 9 5 2014 System Manuals of BASEMENT PREFACE convincing speedup Furthermore the revision of some data structures and output routines as well as the application of an optimised compiler led to a reduction in execution time Concerning sediment transport the one dimensional model BASEchain now supports the modelling of fine material either as suspended or bed load Also the advanced models for boundary conditions are worth mentioning On the one hand it is now possible to model domain boundaries with momentum and on the other hand special boundary conditions inside the computational region such as a weir or a gate are implemented The fact that the version 1 4 of BASEMENT is also available for the Linux operating system the first time rounds off the new additions and features of the software package at hand Summarised one may say that the release 1 4 of BASEMENT is a major release due to all the different k
34. eee p Mc Ue Fai d EE a a VAW ETH Z rich 4 3 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 4 3 2 VAW ETH Zurich Version 8 12 2015 APPENDIX AND INDEX 0 L9 At 51 bop E Ji JJI iJ System Manuals BASEMENT This page has been intentionally left blank VAW ETH Z rich System Manuals BASEMENT APPENDIX AND INDEX Table of Contents A Notation A 1 Super and Subscripts aanne eenenenneeneneneenenenneenenenseenenensenn A 1 1 A 2 Differential Operators u ee A 2 1 A 3 English Symbols deer rere HER liae emee ir vane A 3 1 A 4 Greek Symbols etes lem len A 4 1 VAW ETH Z rich i Version 4 23 2007 System Manuals BASEMENT APPENDIX AND INDEX This page has been intentionally left blank ii VAW ETH Z rich Version 4 23 2007 System Manuals BASEMENT A Notation APPENDIX AND INDEX A 1 Super and Subscripts 9 OMAP ey Or C Ji Os Os MN DE Ooo 7090 VAW ETH Z rich Property of top most soil layer for bed load active layer Critical value Index corresponding to three dimensional Cartesian coordinate system R with coordinates x y z Property corresponding to g grain size class Property on the left hand side Lateral property n step of time integration Property on the right hand side Property at water surface Property of b
35. engineer and the scientist at the same time Muu em Prof Dr Ing H E Minor Member of the steering committee of Rhone Thur Project 2002 2007 Director of VAW 1998 2008 October 2006 VAW ETH Z rich Version 9 5 2014 System Manuals of BASEMENT PREFACE Preface to Versions 1 4 The work since the first release of the software in October 2006 was exciting and challenging To go public is paired with interests and demands of users although user support for the software never was intended But interchange with users is definitely one of the most crucial factors of successful software development Feedback from academic or professional users conveys a different point of view and enables the development team to achieve costumer proximity as well as to consolidate experience Accordingly the project team tried to meet the demands as effectively as possible In version 1 3 of BASEMENT which was released in April 2007 there were some errors fixed a few new features added and the documentation was completed Since then many things have changed on the personnel on the project as well as on the software technical level In summer 2007 one of our main software developers Dr Davood Farshi left VAW and changed to an international hydraulic consultant Dr Farshi supported our team from 2002 to 2007 as a profound numeric specialist and was mainly involved in the development of BASEplane At his own request he is still engaged in
36. his page has been intentionally left blank 3 3 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 4 Version 1 6 Subsystem BASEchain New Features Implicit solution of hydrodynamics Smart Jaeggi bed load formula Bug fixes Correction transport diagram Conveyance computation negative areas Subsystem BASEplane New Features Revision of sediment transport Dual Mesh concept Kinematic viscosity and algebraic turbulence model Wu bed load formula Improved treatment of bed source terms for quadrilateral elements New approach of slope calculation for quadrilateral elements Improved concept of wall friction treatment Flux correction algorithm implemented to enhance mass conservation New outflow boundary ZHydrograph Bug fixes HQ Relation and Hydrograph boundaries System Manuals Part UIII Introduction to new features Part UIV Corrections Part RI Complete revision and additions e g sediment transport Part RII Complete revision and additions e g partially wetted elements sediment transport dual mesh approach and implicit time integration Part RIII Additions and corrections Part RIV Documentation of new features VAW ETH Z rich 3 4 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 3 4 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTI
37. how VAW ETH Zurich 1 2 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION RI IV REFERENCE MANUAL On the one hand the reference manual covers the theoretical part of the implemented models of the software system BASEMENT On the other hand the detail syntax description of the input files especially the command file is given in this section of the manual maybe the most important part for a proficient user of BASEMENT R I Mathematical Models The implemented models for water flow and sediment transport are either physical conservation laws such as the shallow water or Saint Venant equations or empirically based balance equations all in the form of partial differential equations This chapter shows the so called governing equations which constitute the available simulation models To correctly describe the mathematically problem the necessary boundary conditions and source terms are given also R Il Numerics Kernel Most often governing equations for flow can t be solved analytically for general boundary conditions For this reason the mathematical equations have to be discretized accordingly the desired special and temporary scale of the model This section of the manual discusses the discretization methods mainly the finite volume method the explicit Euler scheme and especially the applied Riemann approach to solve the governing hyperbolic equation system R III Test Cases To
38. icense Version 1 0 August 17th 2003 Permission is hereby granted free of charge to any person or organization obtaining a copy of the software and accompanying documentation covered by this license the Software to use reproduce display distribute execute and transmit the Software and to prepare derivative works of the Software and to permit third parties to whom the Software is furnished to do so all subject to the following The copyright notices in the Software and this entire statement including the above license grant this restriction and the following disclaimer must be included in all copies of the Software in whole or in part and all derivative works of the Software unless such copies or derivative works are solely in the form of machine executable object code generated by a source language processor THE SOFTWARE IS PROVIDED AS IS WITHOUT WARRANTY OF ANY KIND EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY FITNESS FOR A PARTICULAR PURPOSE TITLE AND NON INFRINGEMENT IN NO EVENT SHALL THE COPYRIGHT HOLDERS OR ANYONE DISTRIBUTING THE SOFTWARE BE LIABLE FOR ANY DAMAGES OR OTHER LIABILITY WHETHER IN CONTRACT TORT OR OTHERWISE ARISING FROM OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE VAW ETH Z rich Version 4 21 2015 System Manuals of BASEMENT LICENSE AGREEMENT Qt Toolkit Cross platform application and UI frame
39. in Ul The Basic Simulation Environment The first part of the user manual describes the basic concepts and the components of the software system BASEMENT and gives a general introduction to its application Get into it and learn more about the meaning of BASEchain and BASEplane U II Pre Processing The careful preparation of input data such as topographical data or a discharge hydrograph of a flood event is crucial for the scope and the quality of the result of numerical simulations This chapter provides basic information on how to obtain and prepare the necessary input data for the models If you don t understand the terms aspect ratio or SMS this chapter is worth reading U Ill Graphical User Interfance After the preparation of all input data a simulation has to be setup By the use of a command file all necessary simulation parameters have to be set and the input data is linked therein The command file can be viewed and edited using a graphical user interface GUI This chapter explains the usage of the GUI and its features U IV Tutorials This chapter guides the user through the necessary steps to setup a numerical model up working by example With good reason the chosen case studies are demanding in setup and application This part of the manual lives with your experience The development team of BASEMENT is looking forward to enrich the tutorials section with your suggestions and practical know
40. inary output file for cross section topology new suspended load simulation advection by QUICKEST scheme o advection by Holly Preissmann scheme o advection by MDPM scheme o sediment exchange between water and bed o diffusion by given factor or internal computation VAW ETH Z rich 3 2 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Subsystem BASEplane Inner Boundary Conditions weir and gate implemented Weir Boundary Condition modified velocity component in momentum equation UCD Output for AVS enabled Universal Cell Data additional friction types implemented strickler darcy chezy etc new wall friction added to optionally consider wall friction at boundary edges hydrograph boundary redesigned with momentum flux at inflow please use an external source if you want an inflow without momentum flux new h Q boundary implemented which allows the specification of a h Q relation as outflow ascii and binary Tecplot output performance tuning of some subroutines and file outputs additional geometry check for ambiguous gradients minor bug fixes Subsystems BASEchain and BASEplane Parallelization for shared memory multi core systems implemented New LINUX version prepared BASE viz visualization tool added currently ONLY for Windows version System Manuals 3 2 2 Please read the credits and the new preface which are introducing a new team member and are giving citation advice Part UI
41. inds of changes but it s still a minor release concerning the new features let s call it a major minor release We are looking forward to Version 2 0 of BASEMENT which is planned for next year D Vetsch Project Supervisor October 2008 VAW ETH Zurich Version 9 5 2014 System Manuals of BASEMENT PREFACE Preface to Version 2 0 Four years ago in spring 2006 the first version of the software system BASEMENT was completed and ready for internal use In autumn of the same year the first official version 1 1 of the software was released and made available as free download on the project website www basement ethz ch Since then the functionality of the program has been enhanced and the international user community has grown gradually Over the last years BASEMENT has become a reliable tool for professional investigations especially within the scope of flood prevention and for scientific studies Furthermore the software is part and parcel of the lecture Numerical Models in Hydraulic Engineering to ensure education of young engineers in the field of hydrodynamic numerical simulation The lecture is held on a regular basis by VAW staff for master students of civil and environmental engineering at ETH Zurich In February 2009 have become the successor of Prof em Dr Ing H E Minor as Director of the Laboratory of Hydraulics Hydrology and Glaciology VAW at ETH Zurich In the meantime have joined the pr
42. ion of deposition and erosion over wet elements Input Formats Grid file 2dm SMS QGIS Moving Bed user enforced vertical movement of selected nodes 2D de Saint Vanant Conservative Variables Source Terms friction bed slope local discharge source sink diffusive fluxes kinematic and turbulent Friction Strickler roughness kstr Manning roughness n Ch zy Darcy Weissbach Log friction Boundary Conditions wall inlet hydrograph outlet weir gate zero gradient h Q relation zHydrograph inner E LAU boundaries inner weir inner gate Initial Conditions dry user defined condition based on material index continuning old simulation Sediment Transport Bed load Model Hirano Exner equation sorting equation for sediment mixtures Transport Law MPM MPM multi power law MPM H Parker Rickenmann Smart Jaeggi Wu Van Rijn parametrized shear stress Gravitational transport due to bank failure Boundary Conditions wall inlet hydrograph transport capacity outlet outflow inflow Active Layer constant variable thickness local source sink dredge source Sediment Transport Suspended load Sediment Transport Gravitational induced transport Approach Geometrical modelling based on critical failure angles unstructured mesh single and multiple grain classes Output Variables Formats VE EEE ECE General Information Input file element data water depth velocities bed shear stress etc node data bed elevatio
43. le inputs Attention The changes of the command file structure are not backwards compatible Input files for v2 2 will not work with v2 3 and vice versa We recommend all users to update to version 2 3 Subsystem BASEchain New Features Dredge source improved and enhanced for additional features Bug fixes Bugfix of cross section geometry update in case of non rectangular geometries Subsystem BASEplane New Features Extension and enhancement of hydro stepping to allow for increased computational performance in case of quasi steady flow and sediment transport New output format as SHAPE file for GIS applications New output data type of specific discharge New output option for min max values time of occurrence of min max values now can be tracked New computational method for the determination of suspended load concentrations which limits concentrations to max 1 0 VAW ETH Zurich 3 9 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Pick up calibration factor suspended load transport can now be set for each grain class separately Corey shape factor added for the determination of settling velocity after Wu and Wang New output for suspended load transport for multiple grain classes New output data types for debug data source terms etc New output option for ASCll output possibility to write external IDs instead of coordinates New output option for TECPLO
44. lements VAW ETH Z rich 3 7 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION System Manuals New manual for the graphical user interface GUI replaced old UIII manual New sediment tutorial for fractional transport for BASEplane Additions and corrections 3 7 2 VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 3 8 Version 2 2 General New Features External coupling implemented for data exchange with external programs over TCP IP experimental stage 64 bit linux version available for Ubuntu Natty 11 04 Subsystem BASEchain New Features Account for grain abrasion due to mechanical stress after Sternberg Bug fixes Bugfix in layer creation for sediment transport Bugfix in grain sorting in fractional sediment transport Bugfix in BASEviz output pause function did not work Subsystem BASEplane New Features Cycle step for quasi steady bed load amp suspension transport to speed up morphological simulations zhydrograph boundary improved Ghost cell velocities can be set to zero e g lake or to the upstream cell velocity e g stream Threshold value can be set in water surface output in case of dry conditions Upwind factor for bed load transport is assigned now for each material index Bug fixes Correction in water balance for partially saturated elements Bugfix in dynamic depth solver p
45. ler kstr Manning n Sediment Transport Bed load Mode Hirano Exner equation sorting equation for sediment mixtures Transport Law MPM MPM multi power law MPM H Parker Rickenmann Smart Jaeggi Smart Jaeggi multi Wu Van Rijn parametrized shear stress abrasion law of Sternberg Boundary Conditions hydrograph upwind discharge calculation on input edge transport capacity fractionated hydrograph Active Layer constant variable thickness local source sink dredge source bed load function Sediment Transport Suspended load Output Variables Formats Vee LL Formats o Standard output water surface elevation energy level A Q Froude number C continuity flux momentum flux Tecplot Format bed level water surface elevation energy level Q A dike levels bed load grain class concentrations of active layer and suspended sediment concentration VAW ETH Zurich 4 1 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 4 1 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 4 2 Subsystem BASEplane Summary of features BASEMENT v2 5 April 2015 BASEplane Spatial Discretization Finite Volumes Time Integration explicit Euler exact HLL ALLE Cell Grid Types triangular quadrilateral hybrid Mobile Bed fixed bed consideration bed armor consideration uniform distribut
46. mean velocity mean wse mean depth mean energy head mean zbed Bug fixes Fixed header description for sms output files Fixed behaviour of dynamical depth solver Previous implementation led to violation of well balancing Fixed VTK output vtk does not allow for same variable names in scalar and vector data resolved by new naming scheme Bux fix for sediment restart with cgns Windows Improved and more user friendly concept for considering bedforms System Manuals Additions and corrections Description of hQ inner boundary for 2D simulations Description of dredge source for 2D simulations 3 11 1 Version 2 5 1 General Bug fixes Improved correction of the overdraft cells including WARNING in case of failed correction Output files changed for combined time histories nd el sd in filename Headers in output files matching the value names of the input parser adding the units File sol readable again 3 11 2 Version 2 5 2 General Bug fixes 3 11 2 crash of Basement prevented in case of output values that cannot be generated due to missing simulation blocks now an error message will appear in case of missing simulation blocks gate formula improvement e correction of discharge calculation e added possibility of dynamic calculation of weir coefficient mu e added possibility of taking into account backwater effects only inner boundary conditions and dynamic mu tag tau erosion start available f
47. mental Flow l l And Natural Hazard Simulations f version 2 0 RCl beta R690 mailto basement ethz ch may 2010 http www basement ethz ch Copyright c 2006 2010 ETH Zurich VAW Faeh R Mueller R Rousselot P Veprek R Vetsch D Volz C Farshi D The difference between the two starting mechanisms however is simple Starting the program by clicking the input file sets the path for the working folder and the scenarios name automatically according to the position of the input file and its content If you just start the program by clicking the executable you have to select the scenario by pressing the Edit command button which will open the command file editor Using this editor you can load Open File your command file and thereby setting the working directory to the directory where the command file is located VAW ETH Z rich 2 3 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Once you loaded a command file it remains the active until you load the next one or save the current one with a new name When a command file is available to BASEMENT the Run button is enabled Pressing it starts the simulation The console messages of BASEMENT are printed to the console view BASEMENT Edit Command Edit 10 Grid Run TIME 3 201140e4005 Time Step 5 237428e 000 C QP A19 SD region TIME 3 251157e4005 Time Step
48. n etc Balances Bed load element data theta_critical etc node data bedload delta_z etc grains size distribution for selected elements Formats Restart file binary format CGNS hydraulic computation bed oad computation suspended load computation VAW ETH Z rich 4 2 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 4 2 2 VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 4 3 Subsystem BASEsub Summary of features BASEMENT v2 5 April 2015 Spatial Discretization LBM Lattice Boltzmann Method Time Integration explicit Euler Cell Grid Types Structured mesh cubic cells Input Formats Self generated block mesh parts can be de activated 3 D Richards equation Saturation formulation mixed Saturation Pressure formulation Primary Variables Effective water saturation Pore water pressure Water source infiltration Van Genuchten Mualem Brooks Corey Material properties kf conductivity value of soil Bounce back boundary Pressure boundary Effective water saturation boundary Seepage boundary Initial Conditions Constant values Pore water pressure effective water saturation Hydrostatic pressure distribution Hot start from old simulation file Output Variables Formats Primary variables Effective water saturation pore water pressure Secondary variables darcy velocities En ee
49. nce d Distribution of Software to sub licensees Licensee may transfer this Software in its original form to sub licensees Sub licensees have to agree to all terms and conditions of this Agreement It is prohibited to impose any further restrictions on the sub licensees exercise of the rights granted herein No fees may be charged for use reproduction modification or distribution of this Software neither in unmodified nor incorporated forms with the exception of a fee for the physical act of transferring a copy or for an additional warranty protection 4 Obligations of licensee a Copyright Notice Software as well as interactively generated output must conspicuously and appropriately quote the following copyright notices Copyright by ETH Zurich VAW 2006 2015 Vetsch D Siviglia A Ehrbar D Facchini M Gerber M Kammerer S Peter S Vonwiller L Volz C Farshi D Mueller R Rousselot P Veprek R Faeh R VAW ETH Zurich Version 4 21 2015 System Manuals of BASEMENT LICENSE AGREEMENT 5 Intellectual property and other rights The licensee obtains all rights granted in this Agreement and retains all rights to results from the use of the Software Ownership intellectual property rights and all other rights in and to the Software shall remain with ETH Zurich licensor 6 Installation maintenance support upgrades or new releases a Installation The licensee may download the Software from the web
50. nuals BASEMENT INTRODUCTION AND INSTALLATION 3 2 Version 1 4 General Notice All users working on a project with v1 3 at the moment should use v1 3 until the project ends and update for version 1 4 afterwards Changes made to the boundary condition will lead to a slightly different behaviour of v1 4 compared to v1 3 Therefore a calibrated scenario for v1 3 is not calibrated to work with v1 4 Subsystem BASEparse New command file structure allowing for distinction of bed load and suspended load in 1 D The structure also changed in 2 D for similar reason New structure of command file in HYDRAULICS All friction parameters are now defined in their own block FRICTION instead of the SOURCE block as in v1 3 Attention The changes of the command file s structure are not backwards compatible Input files for v1 3 will not work with v1 4 and vice versa We recommend all users to update to version 1 4 Subsystem BASEchain problem with HQ Relation stored in a file fixed problem with update of hydraulic tables after geometry change due to bed load fixed necessity for a comment for each cross section in HEC RAS files eliminated problem with cross section names ending with one or more 0 in HEC RAS files fixed beta values in Tecplot file are now mean values over the whole bed width instead of value of the first slice new friction type Manning new binary Teoplot files for longitudinal profile data new b
51. oject committee Integrales Flussgebietsmanagement as a further representative of VAW besides Dr R Faeh Furthermore there are some changes concerning the personnel of the project team of BASEMENT to mention Lukas Vonwiller joined the team last autumn after having obtained his master s degree at ETH Zurich Within the scope of his master thesis at the VAW he studied the hydrodynamics and ecological impact of floods at the river Flaz using BASEMENT Some of his experiences with the application of BASEMENT and selected results are documented in the new tutorial on 2 D simulations in the user manual UIV His current duties are the application and testing of the software in terms of project work We were also very lucky being able to engage Dr Ratko Veprek as a distinguished software engineer for a limited period of time His contributions to the software such as flow control of river systems computational efficiency and the graphical user interface just to name a few are of great value Unfortunately he will leave us by the day of the release to take on a post doctoral position abroad According to the announcement in the preface to version 1 4 the second major version of BASEMENT is released with little delay but with all the more important improvements and substantial new features First of all the new version 2 0 of the program comes with a graphical user interface GUI which allows running or stopping simulations and tracking the progress
52. or multi grain simulations VAW ETH Z rich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION improved ascii and vtk output files for vector data vector components are not written separately anymore removed output format qgis deprecated QGIS plugin crayfish can now read the file format standard of sms sol 3 11 3 Version 2 5 3 General Bug fixes QGIS SMS output linux new time step TS was not properly written on a new line Therefore SMS and QGIS were not able to detect all time steps Bugfix tau erosion start for multi grain simulations VAW ETH Z rich 3 11 3 Version 10 16 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 3 11 4 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 4 Features of Current Version 4 1 Subsystem BASEchain Summary of features BASEMENT v2 5 April 2015 BASEchain Spatial Discretization Finite Volumes Time Integration explizit Euler implicit Scheme theta method Riemann Solvers Roe o O cross sections simple composite flood plains main channel individual friction and soil description non flow consideration Mobile bed fixed bed consideration uniform distribution of deposition and erosion over wetted part of cross section Input Formats BASEMENT bmg pp Strick
53. page http www basement ethz ch or access it from the distributed CD b Maintenance support upgrades or new releases ETH Zurich doesn t have any obligation of maintenance support upgrades or new releases and disclaims all costs associated with service repair or correction 7 Warranty ETH Zurich does not make any warranty concerning the warranty of merchantability satisfactory quality and fitness for a particular purpose warranty of accuracy of results of the quality and performance of the Software warranty of noninfringement of intellectual property rights of third parties 8 Liability ETH Zurich disclaims all liabilities ETH Zurich shall not have any liability for any direct or indirect damage except for the provisions of the applicable law article 100 OR Schweizerisches Obligationenrecht 9 Termination This Agreement may be terminated by ETH Zurich at any time in case of a fundamental breach of the provisions of this Agreement by the licensee 10 No transfer of rights and duties Rights and duties derived from this Agreement shall not be transferred to third parties without the written acceptance of the licensor In particular the Software cannot be sold licensed or rented out to third parties by the licensee 11 No implied grant of rights The parties shall not infer from this Agreement any other rights including licenses than those that are explicitly stated herein 12 Severability If any
54. provisions of this Agreement will become invalid or unenforceable such invalidity or enforceability shall not affect the other provisions of Agreement These shall remain in full force and effect provided that the basic intent of the parties is preserved The parties will in good faith negotiate substitute provisions to replace invalid or unenforceable provisions which reflect the original intentions of the parties as closely as possible and maintain the economic balance between the parties 13 Applicable law This Agreement as well as any and all matters arising out of it shall exclusively be governed by and interpreted in accordance with the laws of Switzerland excluding its principles of conflict of laws 14 Jurisdiction If any dispute controversy or difference arises between the Parties in connection with this Agreement the parties shall first attempt to settle it amicably Should settlement not be achieved the Courts of Zurich City shall have exclusive jurisdiction This provision shall only apply to licenses between ETH Zurich and foreign licensees By using this software you indicate your acceptance License version 2015 04 21 VAW ETH Z rich Version 4 21 2015 System Manuals of BASEMENT LICENSE AGREEMENT THIRD PARTY SOFTWARE COPYRIGHT NOTICES The Visualization Toolkit VTK Copyright c 1993 2008 Ken Martin Will Schroeder Bill Lorensen All rights reserved Redistribution and use in source and bina
55. r channel flow flood plain and natural hazard simulation is a demanding task For this reason and despite of its incompleteness this manual should provide helpful information to gain satisfying simulation results in terms of quality and time The BASEMENT system manuals are made up of three main parts the user manual denoted by the letter U the reference manual letter R available as CD ROM or download package The parts like the Introduction and Installation and the Appendix and Index are self explaining In the following a short description of each main part is given If you are familiar with the application of numerical models as implemented in BASEMENT the chapters U Ill Graphical User Interface UIV Tutorials and the documentation files will be of interest to you most of all VAW ETH Z rich 1 1 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 1 1 2 VAW ETH Zurich Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION 1 2 Summary of the User and Reference Manual U I IV USER MANUAL The user manual mainly gives an introduction to the basic simulation environment and its application All necessary input data and its preparation are discussed The procedure to setup a running model and the command file which strictly defines a scenario to be simulated are described in detail here
56. rical codes and were successfully finished The according software development and its applications were primarily promoted by the individual initiative of scientific associates of VAW and financed by federal instances or the private sector Most often the programs were tailored for a specific application and adapted to fulfil costumer needs Consequently the software grew in functionality but with little documentation Due to limited temporal and personal resources to absolve an according project a single point of knowledge concerning the details of the software was inevitable in most of the cases In 2002 the applied numerics group of VAW was invited by the Swiss federal office for water and geology BWG nowadays Swiss Federal Office for the Environment FOEN to offer for participation in the trans disciplinary Rhone Thur project With the idea to build up a new software tool based on the knowledge gained by former numerical codes while eliminating their shortcomings and expanding their functionality a proposal was submitted The bidding being successful a partnership in terms of co financing was established By the end of 2002 a newly formed team took up the work to build the so called BASic EnvironMENT for simulation of environmental flow and natural hazard simulation BASEMENT From the beginning the objectives for the new project were ambitious developing a software System from scratch containing all the experience of many ye
57. roposed changes and click on the Validate button to see if your correction was successful If some proposed tags should be unclear to you have a look at the Block List in the Reference Manual R IV In the information rich Block List all input blocks and possible tags are described Another possibility is to build up a new command file with the GUI of BASEMENT This way you will learn to use the new GUI and will be provided with all possible input blocks tags and information Subsystem BASEchain New Features New topography format implemented for BASEchain bmg Please use this file format as the default format for all new projects Python script to convert files from old Floris format to new input format The script can be downloaded from the website and requires python to be installed www python org VAW ETH Z rich 3 6 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Tool in graphical user interface GUI for cross section interpolation Tool in graphical user interface GUI to automatically thin out grid points and thus speed up simulations Significant speed improvements especially for hydraulic calculations Coupling via off channel source enabled Bug fixes Bug fix in Roe solver Please note Due to revision works at the moment only one soil may be specified for a cross section in morphological simulations Usage of multiple soils will be enabled again in future
58. ry forms with or without modification are permitted provided that the following conditions are met Redistributions of source code must retain the above copyright notice this list of conditions and the following disclaimer Redistributions in binary form must reproduce the above copyright notice this list of conditions and the following disclaimer in the documentation and or other materials provided with the distribution Neither name of Ken Martin Will Schroeder or Bill Lorensen nor the names of any contributors may be used to endorse or promote products derived from this software without specific prior written permission THIS SOFTWARE IS PROVIDED BY THE COPYRIGHT HOLDERS AND CONTRIBUTORS AS IS AND ANY EXPRESS OR IMPLIED WARRANTIES INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE DISCLAIMED IN NO EVENT SHALL THE AUTHORS OR CONTRIBUTORS BE LIABLE FOR ANY DIRECT INDIRECT INCIDENTAL SPECIAL EXEMPLARY OR CONSEQUENTIAL DAMAGES INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES LOSS OF USE DATA OR PROFITS OR BUSINESS INTERRUPTION HOWEVER CAUSED AND ON ANY THEORY OF LIABILITY WHETHER IN CONTRACT STRICT LIABILITY OR TORT INCLUDING NEGLIGENCE OR OTHERWISE ARISING IN ANY WAY OUT OF THE USE OF THIS SOFTWARE EVEN IF ADVISED OF THE POSSIBILITY OF SUCH DAMAGE CVM Class Library Copyright c 1992 2010 Sergei Nikolaev Boost Software L
59. t new features and bug fixes The software system BASEMENT in its current version 2 0 has reached the point to be termed as a state of the art numerical modelling tool for flow and sediment transport in rivers The incorporated well established or new numerical approaches software technical features like parallelization or the coupling of sub domains advanced features for sediment transport and flow control are making it a reliable tool for professional as well as scientific applications With the new GUI another hurdle has been cleared and a new era of the software in terms of usability has begun We are looking forward to the further development as well as upcoming releases of BASEMENT and we are curious about how the software will establish itself in the future Z tto Prof Dr R Boes Committee Member of Project Integrales Flussgebietsmanagement Director of VAW May 2010 VAW ETH Z rich Version 9 5 2014 System Manuals of BASEMENT LICENSE AGREEMENT BASEMENT SOFTWARE LICENSE between ETH Zurich Ramistrasse 101 8092 Z rich Represented by Prof Dr Robert Boes VAW Licensor and Licensee 1 Definition of the Software The Software system BASEMENT is composed of the executable binary file BASEMENT and its documentation files System Manuals together herein after referred to as Software Not included is the source code Its purpose is the simulation of water flow sediment and pollutant transport and ac
60. the development of BASEMENT as external advisor and tester Dr Farshi s position in the project team was reoccupied by Christian Volz an environmental engineer from southern Germany Mr Volz has broad experience in numerical modelling as well as object oriented programming On the project level the framework slightly changed The initial scope within BASEMENT was developed the Rhone Thur project has been finalized by the end of 2007 The sequel is called Integrales Flussgebietsmanagement It has the same co financer as its predecessor namely the Swiss federal office for the environment FOEN and basically the same participating institutions EAWAG WSL LCH EPFL and VAW ETHZ The funding runs until the end of 2011 Due to the retirement of Prof Dr Ing H E Minor in summer 2008 our laboratory is solely represented in the project committee by Dr R Fah at the moment The emphases of the new proposal for the further development of BASEMENT are advanced topics of hydraulics and sediment transport such as secondary currents and lateral erosion Furthermore the efficiency of the software should be increased by the implementation of appropriate parallelisation and coupling approaches Since the last minor release a long time passed which was mainly consumed by a general revision of the software After five years of development a diligent consolidation was expedient In addition the coincidence of a new team member offered an unbias
61. tput for multiple cross sections can now be written to a single file Modification of sediment discharge source additional checks in case of sediment sink print volumes to file Added tag use energy slope on off for sediment transport formula of smartjaeggi and smartjaeggi multi for the calculation of the slope Bug fixes Fixed and improved start time parameter which allows for starting a simulation at times different from 0 0 Removed debug message indicating too high sediment fluxes Subsystem BASEplane New Features New inner hQ boundary added e g to simulate culverts pipes bridges New dredge source added Sediment can be dredged to prevent sediment deposits from exceeding a specified bed level The sediment also can be redistributed at a downstream location allowing for sediment continuity at inner boundary conditions Added second bed load flux computation method it is recommended to use the old version with averaged bed load fluxes rather internal parameter VAW ETH Z rich 3 11 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION Added special output of sediment grid as shape file enables visualizations of hydraulic sediment grids in GIS Added tag scale lateral transport for lateral transport in order to define only a rotation or a rotation with increased transport Additional stringdef history outputs mean values on a stringdef approximations
62. ut of topology of cross section not automatic any more output of sediment mixtures not automatic any more Subsystem BASEplane Computation of the inlet bed load from the bed load hydrograph has been modified The jacobian matrix has been corrected to calculate the slopes for the quad Elements The coefficient C for the weir calculation has been improved The output for the cell centres is modified For this instead of the xyz output a mesh file including the centres coordinates with the elements number are written The flux over the weir has been corrected The time step computation has been also extended to the boundary edges In the previous version only the internal edges were considered for the time step computation A new parameter node elevation method has been added to the Morphology Parameter block The calculation of the nodal elevation based on the node elevation method can be done with interpolation or slope method System Manuals Part UIV has a new tutorial for 2 D simulations Part RIV and corresponding structures in UIV are completely revised Wrong assigned page numbers in some TOCs are corrected Header of part Index Appendix corrected Update your hardcopy version with the documentation patch VAW ETH Z rich 3 1 1 Version 8 12 2015 System Manuals BASEMENT INTRODUCTION AND INSTALLATION This page has been intentionally left blank 3 1 2 VAW ETH Zurich Version 8 12 2015 System Ma
63. work The Qt Toolkit is Copyright C 2015 Digia Plc and or its subsidiary ies and other contributors Contact http Awww qt project org legal This library is free software you can redistribute it and or modify it under the terms of the GNU Lesser General Public License as published by the Free Software Foundation either version 2 1 of the License or at your option any later version This library is distributed in the hope that it will be useful but WITHOUT ANY WARRANTY without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE See the GNU Lesser General Public License for more details You should have received a copy of the GNU Lesser General Public License along with this library if not write to the Free Software Foundation Inc 51 Franklin Street Fifth Floor Boston MA 02110 1301 USA Qwt Qt Widgets for Technical Applications BASEMENT is based in part on the work of the Qwt project http qwt sf net CGNS CFD General Notation System cgnslib 4 5 http cgns sourceforge net VAW ETH Z rich Version 4 21 2015 INTRODUCTION AND INSTALLATION D A CEMENT 0 DASSEN i System Manuals BASEMENT This page has been intentionally left blank VAW ETH Z rich System Manuals BASEMENT INTRODUCTION AND INSTALLATION Table of Contents 1 Summary of Contents 1 1 1 1 1 INtrOGU CH OM IRE 1 1 1 1 2 Summary of the User and Reference Manual

Download Pdf Manuals

image

Related Search

Related Contents

TATOU DIGITAL - Appliances Online  ELS-500 - Eicom USA  1 - GVT  Sepam series 40 - ElectricalManuals.net  Sony MEX-DV1700U Marketing Specifications  Mantis MG - User Manual  Bedienungsanleitung HTC Touch Diamond 2  Installation EPLAN platform 2.4  

Copyright © All rights reserved.
DMCA: DMCA_mwitty#outlook.com.