In this work, a fully-continuous hydrologic–hydraulic modeling framework for flood mapping
is introduced and tested. It is characterized by a simulation of a long rainfall time series at …

The proper assessment of design hydrographs and their main properties (peak, volume and
duration) in small and ungauged basins is a key point of many hydrological applications. In …

Precipitation-based intensity–duration–frequency (PREC-IDF) curves are a standard tool
used to derive design floods for hydraulic infrastructure worldwide. In snow-dominated …

Civil infrastructure such as culverts and bridges are commonly designed using precipitation‐
based intensity–duration–frequency (PREC‐IDF) curves, which assume that the occurrence …

The main purpose of flood routing calculations conducted in urban stormwater management
studies is to determine the flood frequency distribution at a downstream location knowing the …

Derived in this paper is the frequency distribution of the peak discharge rate of a random
runoff event from a small urban catchment. The derivation follows the derived probability …

The analytical probabilistic approach has been investigated and occasionally applied in
urban stormwater management for more than three decades. Many expansions and …

In February, sitting under nearly 80 inches of snow, residents of Boston dreamed of the great
melt. But city planners were less excited, especially those working with the EPA. For with …

Soil moisture conditions prior to input design storms need to be known in the planning and
design of urban stormwater control facilities using the design storm approach. Limited …

Flash flood risk management is among the key topics of the European Flood Directive.
Design hydrographs of small river basins could underestimate the hydraulic risk in case of …