1. HECRAS Other Features (2) HECRAS sxva maxasiaTeblebi (2) by G. Parodi WRS – ITC – The Netherlands g. parodi WRS-ITC- niderlandebi

2.  Cross Section Interpolation  ganivi kveTis interpolacia  Multiple Plans  ramodenime gegma  Supporting Pictures  suraTebis mxardaWera Other Features of HEC-RAS- part 2 HEC-RAS- is sxva maxasiaTeblebi - meore nawili

3. Cross Section Interpolation ganivi kveTis interpolacia

4.  Sometimes it is necessary to supplement surveyed cross section data by interpolating new sections between two surveyed sections  xandaxan saWiroa SevavsoT gamokvleuli ganivi kveTebis monacemebi, ori arsebuli ganivi kveTis interpolaciis saSualebiT.  Typically needed when the change in velocity head is large. HECRAS detects this by comparing conveyance values between two sections.  rogorc wesi am operaciis Catareba saWiroa maSin, rodesac gvaqvs mniSvnelovani cvlileba gadazidvis zewolaSi. HECRAS-i gamoavlens amas ori seqciis Soris arsebuli gadazidvis monacemebis Sedarebis gziT.

5. Geometric interpolation is accomplished by linearly interpolating between elevations and stations along “cords” geometriuli interpolacia xorcieldeba, horizontebis gaswvriv mdebare sadgurebsa da simaRleebs Soris xazovani interpolaciis saSualebiT. 2 Options – 2 parametri  Interpolate a reach (more than 2 cross-sections)  gawvdomis interpolacia (2 ze meti ganivi kveTi)  Between 2 cross-sections  2 ganiv kveTs Soris Cross Section Interpolation ganivi kveTis interpolacia

7. 1. First coordinate of cross section  ganivi kveTis pirveli koordinati 3. Left bank (required)  marcxena napiri (savaldebuloa) 5. Minimum elevation point in main channel  minimaluri simaRlis aRmniSvneli wertili ZiriTad arxSi 7. Right bank (required)  marjvena sanapiro (savaldebuloa) 9. Last coordinate of cross section  ganivi kveTis bolo koordinati Cross Section Interpolation Master Cords - 5 Defaults ganivi kveTis interpolacia ZiriTadi kvanZebi- 5 aucilebeli piroba

8. Cross Section Interpolation Master Cords ganivi kveTis interpolacia ZiriTadi horizontebi

9. Be Aware Of What The “Default” Is Doing viyoT informirebuli, imaze Tu ra keTdeba “winapirobis” mixedviT  User can establish more Master Chords to prevent mis- interpolations  momxmarebels SeuZlia gamosaxos meti ZiriTadi horizonti raTa aaridos Tavi mcdar interpolacias

10. Adding Master Chords to Interpolation ZiriTadi horizontebis damateba interpolaciisas An adequate interpolation adding master chords adekvaturi interpolaciisas emateba ZiriTadi horizontebi

11. Cross Section Interpolation: Minor Cords ganivi kveTebis interpolacia: meoradi horizontebi qvedadinebis seqcia zedadinebis seqcia bolo koordinati pirveli koordinati interpolirebuli seqcia ZiriTadi horizonti meoradi horizonti marjvena sanapiro marcxena sanapiro gadmobruneba

12.  Automatically generated by program  avtomaturad yalibdeba programis mier  Stations are determined using proportional distances between master cords  sadgurebi ganisazRvreba ZiriTad horizontebs Soris proporciuli distanciis gamoyenebiT  Number of minor cords = sum of coordinates in bounding cross sections minus number of master cords  meoradi horizontebis raodenoba = mosazRvre ganiv kveTebis koordinatebis jams minus ZiriTadi horizontebis raodenoba Cross Section Interpolation: Minor Cords ganivi kveTebis interpolacia: meoradi horizonti

13. Cross Section Interpolation: Roughness Coefficients ganivi kveTebis interpolacia: xaxunis koeficienti  4 default master cords (same as geometric minus the minimum channel elevation)  4 winapirobiT miRebuli ZiriTadi horizonti (igivea rac, geometriulad gamovakloT kalapotis minimaluri simaRle)  Minor cords added at other locations if more than 3 ‘ n ’ values at either cross sect.  meoradi horizonti emateba yvela im adgilas, sadac mniSvneloba metia vidre 3 ‘ n ’ yovel ganiv kveTze  Otherwise same as geometric interpolation  sxva SemTxvevaSi igivea, rac geometriuli interpolacia

14. Cross Section Interpolation: Other ganivi kveTebis interpolacia: sxva  Other features which are interpolated: downstream reach lengths, main channel bank stations, contraction and expansion coefficients, normal ineffective flow areas, levees, and normal blocked obstructions  maxasiaTeblebi, romelTa interpolacia xdeba: qveda dinebis gawvdomis sigrZe, ZiriTadi kalapotis napiris sadguri, kumSvis da gafarToebis koeficientebi, normuli araefeqturi dinebis regionebi, dambebi da normuli gamavlobis dablokva.  Normal ineffective flow areas, levees, and normal blocked obstructions are interpolated only if both bounding cross sections have them.  normaluri araefeqturi dinebis zona, dambebi da normuli dablokili gamavlobis Semcirebis interpolacia xdeba mxolod im SemTxvevaSi, Tu orive mosazRvre ganiv kveTas aqvs is.  Can interpolate between 2 cross sections or entire reach  SesaZlebelia interpolacia 2 ganiv kveTi Soris an srul gawvdomaze.

15. Multiple Plans HEC-RAS - ramodenime gegma

16. Suggested Reading: Chapter 5 of HEC-RAS User’s Manual rekomendirebuli literatura: HEC-RAS- HEC-RAS- is saxelmZRvanelo Tavi 5 HEC-RAS - Multiple Plans HEC-RAS - ramodenime gegma

17. proeqtis faili: failis saxeli. prj geometriuli monacemebi fili saxeli. g01 geometriuli monacemebi fili saxeli. g02 geometriuli monacemebi fili saxeli. g03 damyarebuli dinebis monacemebi failis saxeli. g01 gegma 1 fili saxeli. p01 gegma 2 fili saxeli. p02 gegma 3 fili saxeli. p013 gauSvi faili 1 fili saxeli. r01 gauSvi faili 2 fili saxeli. r02 gauSvi faili 2 fili saxeli. r03 Sedegi 1 fili saxeli. o01 Sedegi 2 fili saxeli. o02 Sedegi 3 fili saxeli. o03 proeqtis monacemTa failebis sqema HEC-RAS - Multiple Plans HEC-RAS - ramodenime gegma Suggested Reading: Chapter 5 of HEC-RAS User’s Manual rekomendirebuli literatura: HEC-RAS- HEC-RAS- is saxelmZRvanelo Tavi 5

18. Able to compare plans in tables: SesaZlebelia gegmebis Sedareba cxrilis saSualebiT HEC-RAS - Multiple Plans HEC-RAS - ramodenime gegma

19. Able to compare plans in tables: SesaZlebelia SevadaroT gegmebi cxrilebis saSualebiT

20. Able to compare plans in tables: SesaZlebelia SevadaroT gegma cxrilis saSualebiT: HEC-RAS - Multiple Plans HEC-RAS - ramodenime gegma

21. As well as in profiles, cross- sections, etc.: iseve rogorc profilebi, ganiv kveTebi da sxva..: HEC-RAS - Multiple Plans HEC-RAS - ramodenime gegma

22. Supporting Pictures suraTebis mxardaWera

23.  A picture can be “attached” to a cross section to help in documentation of the data.  SesaZlebelia suraTebis mimagreba ganiv kveTebTan, rac daxmarebas gagviwevs monacemTa bazebis dokumentaciaSi.  A picture can also be “attached” to the river schematic to assist in documentation.  SesaZlebelia aseve suraTebis mimagreba sqematur gamosaxulebasTan, rac gamosadegia monacemTa bazebis dokumentirebisas..

24. Example - Cross-Section magaliTi – ganivi kveTi

25. Example - River Schematic magaliTi - mdinaris sqematizacia

28. Log Files registrirebis failebi  Program will write notes to a file as it performs the computations.  programa Tanmimdevrulad Caiwers gaangariSebebis da operaciis msvlelobis yvela moqmedebas Sesabamis failSi.  10 different levels of output.  Sedegebis 10 gansxvavebuli done.  Files can get extremely large if higher levels are selected.  SeiZleba miviRoT eqstremalurad didi zomis failebi, Tu SevarCieT gamoangariSebis maqsimaluri done.  Generally not necessary unless unusual answers are given by the program.  rogorc wesi araa savaldebulo, Tu programam ar mogvawoda uCveulo, mcdari Sedegi.

29.  Scour at bridges  gamorecxva, erozia xidebTan  Lateral weirs  lateraluri jebirebi  Ice-covered rivers  yinuliT dafaruli mdinareebi  Cross-Section points filter  ganivi kveTebis wertilebis filtri  Fixed sediment elevations  naleqebis fiqsirebuli simaRle  Pilot channels  piloturi nakadebi  Setting ineffective flow areas to permanent  araefeqturi dinebis monakveTis ganxilva, rogorc permanentuli dinebis mqone monakveTis. There are other options not discussed in this presentation: arseboben sxva parametrebic, romelTa ganxilvac ar moxda am moxsenebaSi: Other Options sxva parametrebi

30. Any Questions? kiTxvebi gaqvT?