3,806
Views
16
CrossRef citations to date
0
Altmetric
Research papers

Displacements as failure origin of placed riprap on steep slopes

ORCID Icon, ORCID Icon &
Pages 141-155 | Received 10 Aug 2016, Accepted 18 Apr 2017, Published online: 27 Jun 2017

References

  • Aberle, J. (1995). Stabilität ungebundener Deckwerke unter Berücksichtigung der Deckwerksverschiebung bei Überströmung [Riprap stability considering displacements during overtopping] (unpublished thesis). Universität Karlsruhe.
  • Abt, S. R., & Johnson, T. L. (1991). Riprap design for overtopping flow. Journal of Hydraulic Engineering, 117, 959–972. doi: 10.1061/(Asce)0733-9429(1991)117:8(959)
  • Abt, S. R., Khattak, M. S., Nelson, J. D., Ruff, J. F., Shaikh, A., Wittler, R. J., … Hinkle, N. (1987). Development of riprap design criteria by riprap testing in flumes: phase 1 (NUREG/CR-4651). Washington, DC: Nuclear Regulatory Commission.
  • Abt, S. R., Thornton, C. I., Gallegos, H. A., & Ullmann, C. M. (2008). Round-shaped riprap stabilization in overtopping flow. Journal of Hydraulic Engineering, 134, 1035–1041. doi: 10.1061/(ASCE)0733-9429(2008)134:8(1035)
  • Abt, S. R., Thornton, C. I., Scholl, B. A., & Bender, T. R. (2013). Evaluation of overtopping riprap design relationships. JAWRA Journal of the American Water Resources Association, 49, 923–937. doi: 10.1111/jawr.12074
  • Bunte, K., & Abt, S. R. (2001). Sampling surface and subsurface particle-size distributions in wadable gravel- and cobble-bed streams for analyses in sediment transport, hydraulics, and streambed monitoring (General Technical Report RMRS-GTR-74). Fort Collins CO: United States Department of Agriculture.
  • Chanson, H. (2015). Embankment overtopping protection systems. Acta Geotechnica, 10, 305–318. doi: 10.1007/s11440-014-0362-8
  • CIRIA, CUR, CETMEF. (2007). The rock manual: The use of rock in hydraulic engineering (2nd ed.). C683. London: CIRIA.
  • Dornack, S. (2001). Überströmbare Dämme – Beitrag zur Bemessung von Deckwerken aus Bruchsteinen [Overtoppable dams – a contribution to the design of riprap] (PhD thesis). Technische Universität Dresden.
  • Godtland, K. (1989). Steinfyllingsdammer: dimensjonering av nedstrøms plastringsstein unntatt damfoten [Rockfill dams: design of riprap stones on the downstream slope except the dam toe] (STF60 A89121, ISBN: 82-595-5892-0). Trondheim: Norges hydrotekniske laboratorium.
  • Graf, W. H. (1991). Flow resistance over a gravel bed: Its consequence on initial sediment movement. In A. Armanini & G. Di Silvio (Eds.), Lecture Notes on Earth Sciences, Fluvial Hydraulics of Mountain Regions (pp. 17–32). Berlin: Springer.
  • Gronz, O., Hiller, P. H., Wirtz, S., Becker, K., Iserloh, T., … Ries, J. B. (2016). Smartstones: A small 9-axis sensor implanted in stones to track their movements. CATENA, 142, 245–251. doi: 10.1016/j.catena.2016.03.030
  • Hartung, F., & Scheuerlein, H. (1970). Design of overflow rockfill dams. 10th Congress on Large Dams, Q36, 587–598.
  • Hiller, P. H. (2016). Kartlegging av plastring på nedstrøms skråning av fyllingsdammer [Survey of placed riprap on the downstram slope of rockfill dams] (B1-2016-1, ISBN-10: 978-827598-0951). Trondheim: Norwegian University of Science and Technology.
  • Hiller, P. H., Kjosavik, F., Lia, L., & Aberle, J. (2016). Field tests of placed riprap as erosion protection against overtopping and leakage. Poster presented at the meeting of the United States Society on Dams, Denver CO.
  • Hiller, P. H., & Lia, L. (2015). Practical challenges and experience from large-scale overtopping tests with placed riprap. In M. Á. Toledo, R. Morán, & E. Oñate (Eds.), Dam Protections against Overtopping and Accidental Leakage (pp. 151–157). London: CRC Press/ Balkema.
  • Jafarnejad, M., Franca, M. J., Pfister, M., & Schleiss, A. J. (2017). Time-based failure analysis of compressed riverbank riprap. Journal of Hydraulic Research, 55, 224–235. doi: 10.1080/00221686.2016.1212940
  • Knauss, J. (1979). Computation of maximum discharge at overflow rockfill dams (a comparison of different model test results). 13th International Congress on Large Dams, Q50, 143–159.
  • Larsen, P., Bernhart, H. H., Schenk, E., Blinde, A., Brauns, J., & Degen, F. P. (1986). Überströmbare Dämme, Hochwasserentlastung über Dammscharten [Overtoppable dams, spillways over dam notches] (unpublished report prepared for Regierungspräsidium Karlsruhe). Karlsruhe: Universität Karlsruhe.
  • Lia, L., Vartdal, E. A., Skoglund, M., & Campos, H. E. (2013). Rip rap protection of downstream slopes of rock fill dams – a measure to increase safety in an unpredictable future climate. Paper presented at the European Club Symposium of the International Commission on Large Dams, Venice.
  • Linford, A., & Saunders, D. H. (1967). A hydraulic investigation of through and overflow rockfill dams (RR. 888). The British Hydromechanics Research Association.
  • Ministry of Petroleum and Energy. (OED, 2009). Forskrift om sikkerhet ved vassdragsanlegg (damsikkerhetsforskriften) [Dam safety regulation] (FOR 2009-12-18-1600). Ministry of Petroleum and Energy.
  • Mishra, S. K. (1998). Riprap design of overtopped embankments (PhD thesis). Colorado State University, Fort Collins, CO.
  • Morán, R., & Toledo, M. A. (2011). Research into protection of rockfill dams from overtopping using rockfill downstream toes. Canadian Journal of Civil Engineering, 38, 1314–1326. doi: 10.1139/l11-091
  • Norwegian Water Resources and Energy Directorate. (NVE, 2012). Veileder for fyllingsdammer [Guidelines for embankment dams] (Guideline 4/2012). Oslo: Norwegian Water Resources and Energy Directorate. Retrieved January 27, 2014, from: http://publikasjoner.nve.no/veileder/2012/veileder2012_04.pdf.
  • Olivier, H. (1967). Through and overflow rockfill dams – new design techniques (Paper No. 7012). Institution of Civil Engineers.
  • Orendorff, B., Al-Riffai, M., Nistor, I., & Rennie, C. D. (2013). Breach outflow characteristics of non-cohesive embankment dams subject to blast. Canadian Journal of Civil Engineering, 40, 243–253. doi: 10.1139/cjce-2012-0303
  • Pardo, V., Herrera, M., Molines, J., & Medina, J. (2014). Placement test, porosity, and randomness of cube and cubipod armor layers. Journal of Waterway, Port, Coastal, and Ocean Engineering, 140, 04014017. doi: 10.1061/(ASCE)WW.1943-5460.0000245
  • Peirson, W. L., & Cameron, S. (2006). Design of rock protection to prevent erosion by water flows down steep slopes. Journal of Hydraulic Engineering, 132, 1110–1114. doi: 10.1061/(ASCE)0733-9429(2006)132:10(1110)
  • Peirson, W. L., Figlus, J., Pells, S. E., & Cox, R. J. (2008). Placed rock as protection against erosion by flow down steep slopes. Journal of Hydraulic Engineering, 134, 1370–1375. doi: 10.1061/(ASCE)0733-9429(2008)134:9(1370)
  • Peirson, W. L., & Pells, S. E. (2005). Steady state testing of scour protection options for Penrith Lakes weirs (Technical report 2005/11). The University of New South Wales Water Research Laboratory.
  • Pfister, M., & Chanson, H. (2012). Discussion – “Scale effects in physical hydraulic engineering models” by Heller, V. Journal of Hydraulic Research, 50, 244–246. doi: 10.1080/00221686.2012.654671
  • Robinson, K. M., Rice, C. E., & Kadavy, K. C. (1998). Design of rock chutes. Transactions of the American Society of Agricultural Engineers, 41, 621–626. doi: 10.13031/2013.17230
  • Scheuerlein, H. (1968). Der Rauhgerinneabfluss [Flow in rough channels] (PhD thesis). Technische Hochschule München.
  • Siebel, R. (2007). Experimental investigations on the stability of riprap layers on overtoppable earthdams. Environmental Fluid Mechanics, 7, 455–467. doi: 10.1007/s10652-007-9041-8
  • Sommer, P. (1997). Überströmbare Deckwerke. [Overtoppable erosion protections] (unpublished report). Institut für Wasserbau und Kulturtechnik, Versuchsanstalt für Wasserbau, Universität Karlsruhe.
  • Thornton, C., Abt, S. R., Clopper, C., Scholl, B. N., & Cox, A. L. (2012). Rock stability testing in overtopping flow – 2012 (Hydraulics Laboratory Technical Report 2012-1). Fort Collins CO: Engineering Research Center, Colorado State University.
  • Thornton, C., Cox, A. L., & Turner, M. D. (2008). Las Vegas wash sloped rock-weir study (Report). Las Vegas NV: Report prepared for the Southern Nevada Water Authority.
  • Toledo, M. Á., Morán, R., & Oñate, E. (Eds.). (2015). Dam protections against overtopping and accidental leakage. London: CRC Press/ Balkema.
  • Wittler, R. J. (1994). Mechanics of riprap in overtopping flow (PhD thesis). Colorado State University, Fort Collins, CO.