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Hydraulic Efficiency of Grate and Curb Inlets - Urban Drainage and ...

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4 DATA AND OBSERVATIONS<br />

Testing results presented in this report have been collected using the previously described<br />

test procedures <strong>and</strong> quality control (QC) measures, <strong>and</strong> are presented at the prototype scale. The<br />

large quantity <strong>of</strong> data is presented in this section in graphical form, organized by inlet type, <strong>and</strong><br />

qualitative observations are made concerning the performance <strong>of</strong> the Type 13, 16, <strong>and</strong> R inlets.<br />

Sample tables <strong>of</strong> on-grade <strong>and</strong> sump test data are also presented. The entire collected test data<br />

set is presented in tabular form in Appendices B <strong>and</strong> C, where it is organized by: test ID number,<br />

inlet configuration, slopes, flow depth, total flow, efficiency, top width <strong>of</strong> flow at the upstream<br />

control section, <strong>and</strong> top width <strong>of</strong> flow downstream <strong>of</strong> the inlets.<br />

4.1 On-grade Tests<br />

A tabular sample <strong>of</strong> the on-grade test data is presented as Table 4-1. The entire on-grade<br />

data set in included as Appendix B. Inlet efficiency was determined as the ratio <strong>of</strong> captured flow<br />

to total street flow for each test as shown in Equation 4-1:<br />

captured inlet flow<br />

E =<br />

×100<br />

Equation 4-1<br />

total street flow<br />

where:<br />

E = inlet efficiency (%).<br />

45

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