Abstract

Abstract. Understanding the variability of precipitation at small scales is fundamental in urban hydrology. Here we consider the case study of Warsaw, Poland, characterized by a precipitation-monitoring network of 25 gauges and microcanonical cascade models as the instrument of investigation. We address the following issues partially investigated in literature: (1) the calibration of microcanonical cascade model generators in conditions of short time series (i.e., 2.5–5 years), (2) the identification of the probability distribution of breakdown coefficients (BDCs) through ranking criteria and (3) the variability among the gauges of the monitoring network of the empirical distribution of BDCs. In particular, (1) we introduce an overlapping moving window algorithm to determine the histogram of BDCs and compare it with the classic non-overlapping moving window algorithm; (2) we compare the 2N–B distribution, a mixed distribution composed of two normal (N) and one beta (B), with the classic B distribution to represent the BDCs using the Akaike information criterion; and (3) we use the cluster analysis to identify patterns of BDC histograms among gauges and timescales. The scarce representation of the BDCs at large timescales, due to the short period of observation (~ 2.5 years), is solved through the overlapping moving window algorithm. BDC histograms are described by a 2N–B distribution. A clear evolution of this distribution is observed, in all gauges, from 2N–B for small timescales, N–B for intermediate timescales and B distribution for large timescales. The performance of the microcanonical cascades is evaluated for the considered gauges. Synthetic time series are analyzed with respect to the intermittency and the variability of intensity and compared to observed series. BDC histograms for each timescale are compared with the 25 gauges in Warsaw and with other gauges located in Poland and Germany.

Highlights

  • Urban hydrology requires access to very precise information about the precipitation variability over small spatial and temporal scales

  • Visible irregularities of breakdown coefficients (BDCs) histograms increase with increasing timescales, which is an obvious effect of decreasing data sets and decreasing populations of calculated BDC values do not allow the production of histograms of fine bins resolution

  • The introduction of the overlapping moving window algorithm allows for the fitting of microcanonical cascade models (MCMs) parameters with the availability of extremely short time series (i.e., 2 years long) in the case of Warsaw gauges

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Summary

Introduction

Urban hydrology requires access to very precise information about the precipitation variability over small spatial and temporal scales. Results obtained with the application of operational semidistributed urban hydrology models fully confirmed earlier observations from select study cases in England and France (Gires et al, 2012, 2013). These authors strongly recommend the use of radar data in urban hydrology, especially in the context of real-time control of urban drainage systems. Gires et al (2012) stated that small-scale rainfall variability under 1 km resolution cannot be neglected and should be accounted for in probabilistic ways in the real-time management of urban drainage systems.

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