The paper describes the development of a web-based, automated radar and flow data acquisition system based on the real-time PCSWMM.NET platform. Two applications are presented:
The automated web-based applications accomplished the following tasks:
(i) Acquire Buffalo (KBUF) public NEXRAD data on a continuing near-real time basis. Data acquisition may be either automatic or initiated manually.
(ii) Transform radar intensity readings for each sampling period into rainfall depths over subwatersheds or catchments. The application takes as input any GIS shapefile containing watersheds of any configuration, and generates rainfall depths over each subwatershed/catchment.
(iii) Export the list of rainfall depths on both a sampling interval basis and a continuous basis, where each additional sample is appended to a record of the rainfall depths previously recorded (creating a real-time hyetograph).
(iv) Simply calibrate to rain gauge data by inclusion of an offset or ratio modification factor to be applied to radar-derived rainfall depths.
(v) Allow simplified operation wherein a single control (one click operation) is used to initiate data acquisition, read in a pre-selected GIS shapefile containing subwatershed and catchment information, and generate the output file in a format amenable to further use by hydrologic models and GIS visualization tools, as well as the standard PCSWMM rainfall input format.
(vi) Operate on archived NEXRAD data spanning a user-selected time frame, and after processing return a rainfall intensity time series for the subject time frame.
The customized PCSWMM.NET software provides automated real-time storm tracking and forecasting, and leveraging of the additional existing data analysis, GIS, and hydrologic/hydraulic modelling capabilities.
Presented herein are the key elements involved in developing the web-based model, how these elements were integrated, and examples of how this system can be used to optimize drainage and collection system operations and improvements. This paper details the approach and outlines the steps involved in using the developed methodology for surface flood forecasting in urban areas.