Skip to main content

An Evolution Volume Balance Approach to Determine Relevant Discharge Threshold for Bed Load Transport

  • Chapter
  • First Online:
Hydrodynamic and Mass Transport at Freshwater Aquatic Interfaces

Abstract

The aim of this study is to investigate discharge rates at which a flow hydrograph becomes relevant for bed load transport on the example of the Alpine river Saalach. Two characteristic flow hydrographs of the river Saalach are selected and reduced to discharges above pre-specified values. With each set of reduced hydrographs, a 2D morphological simulation is conducted. Two important morphological parameters, namely total river bed evolution (i) and sorting effects of the active layer (ii) are analyzed and evaluated. Moreover, an additional simulation is conducted with a linearly increasing flow hydrograph as boundary condition to analyze the initiation of bed load transport as a function of discharge (iii). The results are analyzed and evaluated with respect to the total sediment output at the downstream boundary of the model and at some inner control sections to validate the findings for (i) and (ii). The model results show: (i) For regions with fine bed materials, discharge thresholds between 100 and 130 m3/s and for regions with mainly coarse bed materials discharge thresholds in the range between 150 and 180 m3/s can be identified as relevant discharges for bed load transport and may be used for reducing hydrographs without affecting the accuracy of the model results; (ii) The active layer shows no obvious changes in the mean diameter of sediments for all tested hydrographs. (iii) The investigations with a linearly increasing flow hydrograph show that the sediment output from the investigated river reaches increase significantly for discharges exceeding 150 m3/s.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 84.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 109.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 109.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Andrews ED (1980) Effective and bankfull discharge of streams in the Yampa basin, western Wyoming. J Hydrol 46:311–330

    Article  Google Scholar 

  • Bayerisches Landesamt für Umwelt (2015) Pegel im Donaugebiet, Siezenheim/Saalach. http://www.hnd.bayern.de/pegel/abfluss/pegel_abfluss.php?pgnr=18643505&standalone. Accessed 30 Jan 2015

  • Biedenharn DS, Copeland RR, Thorne CR, Soar PJ, Hey RD, Watson CC (2000) Effective discharge calculation: a practical guide. ERDC/CHL TR-00-15. U.S. Army Corps of Engineers, Coastal and Hydraulics Laboratory, Vicksburg

    Google Scholar 

  • Braunstingl R, Grebmayer Th (2000). Geologischer Schlußbericht zum Bohrprogramm 1997/98. Amt der Salzburger Landesregierung und Bayern Landesamt für Wasserwirtschaft, Salzburg/München, 1–21. (Internal report, in German)

    Google Scholar 

  • Copeland RR, McComas DN, Thorne CR, Soar PJ, Jonas MM, Fripp JB (2001) Hydraulic design of stream restoration projects. Technical Report No. ERDC/CHL TR-01-28. U.S. Army Engineer Research and Development Center, Vicksburg

    Google Scholar 

  • Hirano M (1971) River bed degradation with armouring. Trans JSCE 3(2)

    Google Scholar 

  • Inglis CC (1941) Meanders of rivers, vol 24. Central board of irrigation (India) Publication, Gurgaon, pp 98–99

    Google Scholar 

  • Nujic M (2015) Hydro_FT-2D Erweiterung zu Hydro_AS-2D zur Simulation des Stofftransports. (Manual, in German)

    Google Scholar 

  • Powell GE, Mecklenburg D, and Ward A (2005) Evaluating channel-forming discharges: a study of large rivers in Ohio, Soil & water division of ASABE, vol 49, pp 35–46

    Google Scholar 

  • Shields FD, Copeland RR, Klingeman PC, Doyle MW, Simon A (2003) Design for stream restoration. J Hydraul Eng 129(8):575–584

    Article  Google Scholar 

  • Wolman MG, Miller JP (1960) Magnitude and frequency of forces in geomorphic processes. J Geol 68:54–74

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Najibullah Sadid .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2016 Springer International Publishing Switzerland

About this chapter

Cite this chapter

Sadid, N., Beckers, F., Noack, M., Haun, S., Wieprecht, S. (2016). An Evolution Volume Balance Approach to Determine Relevant Discharge Threshold for Bed Load Transport. In: Rowiński, P., Marion, A. (eds) Hydrodynamic and Mass Transport at Freshwater Aquatic Interfaces. GeoPlanet: Earth and Planetary Sciences. Springer, Cham. https://doi.org/10.1007/978-3-319-27750-9_25

Download citation

Publish with us

Policies and ethics