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Bayesian power-law regression with a location parameter, with applications for construction of discharge rating curves

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Abstract

This paper presents a Bayesian approach for fitting the standard power-law rating curve model to a set of stage-discharge measurements. Methods for eliciting both regional and at-site prior information, and issues concerning the determination of prior forms, are discussed. An efficient MCMC algorithm for the specific problem is derived. The appropriateness of the proposed method is demonstrated by applying the model to both simulated and real-life data. However, some problems came to light in the applications, and these are discussed.

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References

  • Ackers P, White WR, Perkins JA, Harrison AJM (1978) Weirs and flumes for flow measurement. Wiley, UK

    Google Scholar 

  • Árnason S (2005) Estimating nonlinear hydrological rating curves and discharge using the Bayesian approach. Masters Degree, Faculty of Engineering, University of Iceland

  • Balendra T, Shah DA, Tey KL, Kong SK (2002) Evaluation of flow characteristics in the NUS-HDB Wind Tunnel. J Wind Eng Indus Aerodyn 90:675–688

    Article  Google Scholar 

  • Barnes HH (1967) Roughness characteristics of natural channels. U.S. Geological Survey water-supply paper 1849, U.S. Government Printing Office, Washington

  • Chow VT (1958) Open channel hydraulics. McGraw-Hill, New York

    Google Scholar 

  • Clarke RT (1999) Uncertainty in the estimation of mean annual flood due to rating curve indefinition. J Hydrol 222:185–190

    Article  Google Scholar 

  • Denison DGT, Holmes CC, Mallick BK, Smith AFM (2002) Bayesian methods for nonlinear classification and regression. Wiley, UK

    Google Scholar 

  • Dury GH (1961) Bankfull discharge: an example of its statistical relationships. IASH Bull 6:48–55

    Google Scholar 

  • Fenton JD (2001) Rating curves: part 2, representation and approximation. Proc Conf Hydraul Civ Eng, Hobart:28–30 November, Inst Eng, Australia

  • Gelman A, Carlin JB, Stern HS, Rubin DB (2004), Bayesian data analysis, 2nd edn. Shapman & Hall/CRC, Boca Raton

    Google Scholar 

  • Greenwood MC, Humphrey NF (2002) Glaciated valley profiles: an application of nonlinear regression. In: Proceedings of Symposia on Interfaces, Canada

  • Griffiths GA (1980) Hydraulic geometry relationships of some New Zealand gravel-bed streams. J Hydrol (NZ) 19:106–118

    Google Scholar 

  • Herschy RW (1978) Accuracy. In: Herschy RW (ed) Hydrometry: principles and practices, 1st edn. Wiley, UK

  • Herschy RW (1995) Streamflow measurement, 2nd edn. E & FN Spon, London

    Google Scholar 

  • ISO 1100/2 (1998) Stage-discharge relation. Geneva

  • Lambie JC (1978) Measurement of flow-velocity-area methods. In: Herschy RW (ed) Hydrometry: principles and practices, 1st edn. Wiley, UK

  • Leopold LB, Maddock T (1953) The hydraulic geometry of stream channels and some physiographic implications. US Geol Surv Water Supply Pap :252

  • Mohamoud YM, Paramar RS (2006) Estimating streamflow and associated hydraulic geometry, the mid-Atlantic region. J Am Water Resour As (JAWRA) 42:755–768

    Article  Google Scholar 

  • Mosley MP, McKerchar AI (1993) Streamflow. In: Maidment DR (ed) Handbook of hydrology. McGraw-Hill, New York

  • Moyeed RA, Clarke RT (2005) The use of Bayesian methods for fitting rating curves, with case studies. Adv Water Res 28(8):807–818

    Article  Google Scholar 

  • Osterkamp WR, Hedman ER (1977) Variation of width and discharge for natural high-gradient stream channels. Wat Res 13:256–258

    Article  Google Scholar 

  • Park CC (1976) The relationship between slope and stream channel form in the river dart, Devon. J Hydrol 29:139–147

    Article  Google Scholar 

  • Park CC (1977) World-wide variations in hydraulic geometry exponents of stream channels: an analysis and some observations. J Hydrol 33:133–146

    Article  Google Scholar 

  • Petersen-Øverleir A (2004) Accounting for heteroscedasticity in rating curve estimates. J Hydrol 293:173–181

    Article  Google Scholar 

  • Petersen-Øverleir A (2005) A hydraulics perspective on the power-law rating curve. NVE report 05-05, Norwegian Water Resources and Energy Directorate, 28 pp

  • Petersen-Øverleir A (2006) Modelling stage-discharge relationships affected by hysteresis using the Jones formula and nonlinear regression. Hydrol Sci 51:365–388

    Article  Google Scholar 

  • Petersen-Øverleir A, Reitan T (2005) Objective segmentation in compound rating curves. J Hydrol 311:188–201

    Article  Google Scholar 

  • Rantz SE and others (1982) Measurement and computation of streamflow, Vol. 2. Computation of Discharge. U.S. Geological Survey Water-Supply Paper 2175, U.S. Geological Survey, Reston, Virginia, US

  • Reitan T, Petersen-Øverleir A (2006), Existence of the frequentistic regression estimate of a power-law with a location parameter, with applications for making discharge rating curves. Stoc Env Res Risk Asses 20:6:445–453

    Article  Google Scholar 

  • Stephan U, Gutknecht D (2002) Hydraulic resistance of submerged flexible vegetation. J Hydrol 269:27–43

    Article  Google Scholar 

  • Venetis C (1970) A note on the estimation of the parameters in logarithmic stage-discharge relationships with estimation of their error. Bull Int Assoc Sci Hydrol 15:105–111

    Article  Google Scholar 

  • Whitfield PH, Hendrata M (2006) Assessing detectability of change in low flows in future climates from stage-discharge measurements. Can Wat Res J 31:1–12

    Article  Google Scholar 

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Acknowledgments

The authors would like to thank Geir Storvik for his help in making an efficient MCMC algorithm. Our thanks to Nils Lid Hjort for addressing the question of the properness of the posterior for flat h 0 prior and the problem of robustness. Bent Natvig is thanked for a series of detailed comments on two drafts of the paper. Adrian Read should be thanked for reading and correcting the manuscript.

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Correspondence to Trond Reitan.

Appendix: Case study data and code

Appendix: Case study data and code

The stage-discharge measurement data used in the case studies as well as the code used in this paper can be accessed at http://www.folk.uio.no/trondr/hydrasub/ratingcurve.html.

1.1 Finiteness of the expected discharge for the semi-conjugate prior

In order to calculate the posterior expectation of the discharge, Q, given h 0, one needs to integrate the product of π(a, b), π(σ2), f(D|a, b, h 0, σ2) and Q(h, a, b, h 0) over the parameters a, b and σ2. Only π(σ2) and f(D|a, b, h 0, σ2) contains σ2. The integral

$$\begin{aligned} &\,\int_0^{\infty}\pi(\sigma^2) f(D|a,b,h_0,\sigma^2) {\rm d}\sigma^2\\ &\quad\propto \int_0^{\infty} (\sigma^2)^{-(\alpha_0+n/2+1)}\exp\left(-{\frac{1}{\sigma^2}} \left[ \beta_0 + (Y-X\gamma)^t(Y-X \gamma)/2 \right] \right) {\rm d}\sigma^2 \\ &\quad= \Gamma(\alpha_0+n/2)(\beta_0+(Y-X \gamma)^t(Y-X\gamma)/2)^{-(\alpha_0+n/2)}\\ &\quad \leq \Gamma(\alpha_0+n/2)\beta_0^{-(\alpha_0+n/2)} \equiv K \quad \forall \gamma \in \Re^2\end{aligned}$$
(12)

is obtained by identifying the integral as the normalization of an inverse-gamma distribution, see also Eq. 9.

Defining the prediction design vector x 0(h) = (1 log(h − h 0))t, an upper limit for the expected discharge can be found:

$$ \begin{aligned} E(Q(h) | h_0))&=E(\exp(x_0(h)^t \gamma) | h_0)\\ & \propto \int \exp(x_0(h)^t \gamma) \pi(a,b) \pi(\sigma^2) f(D|a,b,h_0,\sigma^2) {\rm d}\gamma\,{\rm d}\sigma^2\\ &\leq K \int \exp(x_0(h)^t \gamma - {\frac{1}{2}}(\gamma-\gamma_0)V^{-1}(\gamma-\gamma_0)) {\rm d}\gamma \end{aligned} $$
(13)

This is a two-dimensional quadratic term integral, which has a finite value since the quadratic term in the exponent is negative. Thus given h 0, the expected discharge is finite.

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Reitan, T., Petersen-Øverleir, A. Bayesian power-law regression with a location parameter, with applications for construction of discharge rating curves. Stoch Environ Res Risk Assess 22, 351–365 (2008). https://doi.org/10.1007/s00477-007-0119-0

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