Drainage Overview - Maricopa County Department of Transportation
Drainage Overview - Maricopa County Department of Transportation Drainage Overview - Maricopa County Department of Transportation
16. Rapid and significant changes in main channel geometry and capacity, particularly alternating single and highly braided reaches. An example where an avulsion has already taken place occurs in the area near where the Iona West Wash, the CAP-5 West Wash and the Trilby Wash converge. In this area, an access road for power lines wash was captured by the CAP-5 West Wash. This road converted into a channel has steep, vertical cutbanks as shown in Figure GR-96. For a short distance, the CAP-5 West Wash changes its flow path as it follows this access road. Historically, the CAP-5 West Wash flowed in a southeastern direction in this area. Now, the wash flows directly east along this road before it heads south. The new and historic flow paths are clearly visible in the aerial photograph shown in Figure GR-97. Figure GR-96. Access road that was captured by the channel (from WPT213 near the where the Iona West Wash, the CAP-5 West Wash, and the Trilby Wash converge) 7-165
CAP- 5 WEST ACCESS ROAD Figure GR-97. The CAP-5 West Wash has captured the power line access road and changes its flow path To identify areas with high avulsion potential, the parameter dv 2 was calculated for the overbanks using the HEC-RAS hydraulic models. The necessary hydraulic parameters for Trilby Wash, Iona East Wash, Iona West Wash, and CAP-1 West Wash are shown in Table GR-31, Table GR-32, Table GR-33, and Table GR-34, respectively. The overbanks of the various washes were examined for areas in which the dv 2 parameter was greater than 18 ft 3 /s 2 . These areas were flagged as areas of high avulsion potential. The dv 2 parameter was not the only thing considered when identifying areas of high avulsion potential; the other 15 indicative characteristics listed from above were also considered. Using these characteristics, areas of high avulsion potential were identified as shown in Figure GR-111 for the Trilby/Iona system and in 7-166
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- Page 66 and 67: Photo 903: Bridge over 1 West Wash
- Page 68 and 69: Photo 906: Drainage channel upstrea
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CAP- 5 WEST<br />
ACCESS ROAD<br />
Figure GR-97. The CAP-5 West Wash has captured the power line access road and<br />
changes its flow path<br />
To identify areas with high avulsion potential, the parameter dv 2 was<br />
calculated for the overbanks using the HEC-RAS hydraulic models. The<br />
necessary hydraulic parameters for Trilby Wash, Iona East Wash, Iona<br />
West Wash, and CAP-1 West Wash are shown in Table GR-31, Table<br />
GR-32, Table GR-33, and Table GR-34, respectively. The overbanks<br />
<strong>of</strong> the various washes were examined for areas in which the dv 2<br />
parameter was greater than 18 ft 3 /s 2 . These areas were flagged as areas<br />
<strong>of</strong> high avulsion potential. The dv 2 parameter was not the only thing<br />
considered when identifying areas <strong>of</strong> high avulsion potential; the other<br />
15 indicative characteristics listed from above were also considered.<br />
Using these characteristics, areas <strong>of</strong> high avulsion potential were<br />
identified as shown in Figure GR-111 for the Trilby/Iona system and in<br />
7-166