Abstract

In this paper, extreme precipitation spatial analog is examined as an alternative method to adapt extreme precipitation projections for use in urban hydrological studies. The idea for this method is that real climate records from some cities can serve as “analogs” that behave like potential future precipitation for other locations at small spatio-temporal scales. Extreme precipitation frequency quantiles of a 3.16 km 2 catchment in the Chicago area, computed using simulations from North American Regional Climate Change Assessment Program (NARCCAP) Regional Climate Models (RCMs) with L-moment method, were compared to National Oceanic and Atmospheric Administration (NOAA) Atlas 14 (NA14) quantiles at other cities. Variances in raw NARCCAP historical quantiles from different combinations of RCMs, General Circulation Models (GCMs), and remapping methods are much larger than those in NA14. The performance for NARCCAP quantiles tend to depend more on the RCMs than the GCMs, especially at durations less than 24-h. The uncertainties in bias-corrected future quantiles of NARCCAP are still large compared to those of NA14, and increase with rainfall duration. Results show that future 3-h and 30-day rainfall in Chicago will be similar to historical rainfall from Memphis, TN and Springfield, IL, respectively. This indicates that the spatial analog is potentially useful, but highlights the fact that the analogs may depend on the duration of the rainfall of interest.

Highlights

  • The population in urban areas has increased by over 250% since 1964, and as a result, urban hydraulic infrastructure has dramatically increased [1,2]

  • We examine if an extreme precipitation spatial analog method is feasible to project future precipitation extremes at the scales required for urban H & H studies

  • The results for frequency analysis are based on a grid centered at the Calumet Drop Shaft-51 (CDS-51) catchment with the same horizontal resolution of a North American Regional Climate Change Assessment Program (NARCCAP) grid (50 km×50 km)

Read more

Summary

Introduction

The population in urban areas has increased by over 250% since 1964, and as a result, urban hydraulic infrastructure has dramatically increased [1,2]. High-intensity short-duration precipitation extremes become one of the major causes of failures of hydraulic infrastructure in urban hydrologic systems [3], and play a significant part in studies and designs of urban hydraulic infrastructures

Objectives
Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call