References
- Cheng, R. T. - Gartner, J. W. (2006) Complete Velocity Distribution in River Cross-sections Measured by Acoustic Instruments. Proceedings of 7th Working Conf. Current Measurement Technology, IEEE, San Diego, California, pp. 21-26.
- Chiu, C. L. - Said, C. A. A. (1995) Maximum and mean velocities and entropy in open-channel flow. Journal of Hydraulic Engineering, ASCE, 121, 1, pp. 26-35.
- Cohen, A. C., Jr. (1957) On the solution of estimating equations for truncated and censored samples from normal populations. Biometrika 44, 1-2, pp. 225-236, doi:10.1093/biomet/44.1-2.225.
- Elder, J. W. (1959) The dispersion of marked fluid in turbulent shear flow. Journal of Fluid Mechanics, 5, pp. 544-60.
- Ellis, J. B. - Chatfield, P. R. (2006) Diffuse urban oil pollution in the UK. Urban Water Journal, 3, 3, pp. 165 - 173.
- Fingas, M. F. - Hughes, K. A. - Bobra, A. M. (1988) Fuels in sewers: Behaviour and countermeasures. Original research article, Journal of Hazardous Materials, 19, 3, pp. 289-302.
- Fischer, H. B. (1967) The mechanics of dispersion in natural streams. Journal of the Hydraulic Division ASCE, 93, pp. 187-216.
- Fischer, H. B. (1968a) Methods for predicting dispersion coefficients in natural streams, with applications to lower reaches of the Green and Duwamish Rivers. U.S. Geological Survey Professional Paper, 582A.
- Fischer, H. B. (1968b) Dispersion predictions in natural streams. Journal of Sanitary Engineering ASCE, 94, pp. 927-943.
- Godfrey, R. G. - Frederick, B. J. (1970) Stream dispersion at selected sites. U.S. Geological Survey Professional Paper, 433K.
- Gogoase-Nistoran, D. E. - Popescu, D. M. - Panaitescu, V. (2008) Use of hydraulic modeling for river oil spills 1. Travel time computation for quick response. Scientific Bulletin, Series D: Mechanical Engineering, 70 (D), No. 4.
- Gunster, D. G. - Gillis, C. A. - Bonnevie, N. L. - Abel, T. B. - Wenning, R. J. (1991) Petroleum and hazardous chemical spills in Newark Bay, New Jersey, USA from 1982 to 1991. Environmental Pollution, 82, 3, pp. 45-253.
- Guymer, I. - Dennis, P. - O’Brien, R. - Saiyudthong, C. (2005) Diameter and surcharge effects on solute transport across surcharged manholes. Journal of Hydraulic Engineering ASCE, Vol. 131, 4, pp. 312-321.
- Hsu, S. M. (2004) Probability based simulation of 2-D velocity distribution and discharge estimation in open channel flow. Thesis (PhD), University of Pittsburgh.
- Huisman, J. L. - Burckhardt, S. - Larsen, T. A. - Krebs, P. - Gujer, W. (2000) Propagation of waves and dissolved compounds in sewer. Journal of Environmental Engineering - ASCE, 126, 1, pp. 12-20.
- James, I. (2000) Modelling pollution dispersion, the ecosystem and water quality in coastal waters: a review. Environmental Modeling Software, 17, 4, 2002, pp. 363-385.
- Kölling, C. (1994) Finite - Element - Simulation der Geschwindigkeitsverteilung in Kanälen und teilgefüllten Rohrleitungen. (Finite - Element - Simulation of the velocity distribution in canals and partly filled pipelines). PhD - Thesis, Technical University of Munich, Germany [in German].
- Lee, M. C. - Leu, J. M. - Chan, H. C. - Huang, W. C. (2010) The measurement of discharge using a commercial digital video camera in irrigation canals. Flow Measurement and Instrumentation, 21, 2, pp. 150-154.
- Nezu, I. - Nakagawa, H. (1993) Turbulence in open-channel flows. IAHR Monograph. Rotterdam, The Netherlands: A. A. Balkema Publishers, 281.
- Rieckermann, J. - Neumann, M. - Ort, C. - Huisman, J. L. - Gujer, W. (2005) Dispersion coefficients of sewers from tracer experiments. Water Science and Technology, 52, 5, pp. 123-33.
- Rutherford, J. C. (1994) River Mixing. Chichester: Wiley.
- Sayre, W. W. - Chang, F. M. (1968) A laboratory investigation of open-channel dispersion processes for dissolved, suspended and floating dispersants. U.S. Geological Survey Professional Paper, 433E.
- Schudel, B. - Biaggi, D. - Dervey, T. - Kozel, R. - Muller, I. - Ross, J. H. - Schindler, U. (2003) Application of artificial tracers in hydrogeology - Guideline. Bulletin d’Hydrogéologie, Special Issue, 20, 94.
- Shen, H. T. - Yapa, P. D. (1988) Oil Slick Transport in Rivers. Journal of Hydraulic Engineering, ASCE, 114, 5, pp. 529-543.
- Stearns, E. P. (1883) A reason why the maximum velocity of water flowing in open channels is below the surface. Transactions of the ASCE, 7, pp. 331-338.
- Taylor, G. l. (1954) The dispersion of matter in turbulent flow through a pipe, Proceedings of Royal Society London, Ser. A, 223, pp. 446-468.
- Wang, Z. - Cheng, N. (2005) Secondary flows over artificial bed strips. Advances in Water Resources, 28, 5, pp. 441-450.
- Weitbrecht, V. - Kuhn, G. - Jirka, G. H. (2002) Large scale PIV-measurements at the surface of shallow water flows. Flow Measurement and Instrumentation, 13, 5-6, pp. 237-245.
- Wilson, J. F., Jr. (1967) Time-of-travel measurements and other applications of dye tracing, in hydrologic aspects of the utilization of water. International Association of Scientific Hydrology Publication 76, pp. 252-265.
- Yang, S. Q. - Xu, W. L. - Yu, G. L. (2006) Velocity distribution in a gradually accelerating free surface flow Advances in Water Resources. 29, 12, pp. 1969-1980.
- Yotsukura, N. - Fischer, H. B. - Sayre, W. W. (1970) Measurement of mixing characteristics of the Missouri River between Sioux City, Iowa, and Plattsmouth, Nebraska, U.S. Geological Survey Water-Supply Paper, 1899-G.
- Xia, R. (1997) Relation between mean and maximum velocities in a natural river. Journal of Hydraulic Engineering ASCE, Vol. 123, 8, pp. 720-723.
- Zhu, H. - Derksen, R. C. - Krause, C. R. - Fox, R. D. - Brazee, R. D. - Ozkan, H. E.(2005) Fluorescent Intensity of Dye Solutions under Different pH Conditions. Journal of ASTM International, 2, 6, Paper ID JAI12926.