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Last modified
11/23/2009 1:21:58 PM
Creation date
10/4/2006 9:11:07 PM
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Template:
Floodplain Documents
County
Larimer
Community
Greeley
Title
Design Criteria and Construction Specifications volume 2 of 5 Storm Drainage Criteria
Date
10/1/1997
Prepared For
Greeley
Prepared By
Department of Public Works
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Table 2-1 <br />Table 3-1 <br />Table 3-2 <br />Table 3-3 <br />Table 4-1 <br />Table 4-2 <br />Table 6-1 <br />Table 6-2 <br />Table 6-3 <br />Table 6-4 <br />Table 6-5 <br />Table 6-6 <br />Table 8-1 <br />Table 9-1 <br />Table 9-2 <br />Table 9-3 <br />Table 11.1 <br />Table 11.2 <br /> <br />Figure 3-1 <br />Figure 5-1 <br />Figure 5-2 <br />Figure 5-3 <br />Figure 5-4 <br />Figure 5-5 <br />Figure 5-6 <br />Figure 5-7 <br />Figure 6-1 <br />Figure 6-2 <br />Figure 6-3 <br />Figure 6-4 <br />Figure 6-5 <br />Figure 7.1 <br />Figure 7.2 <br />Figure 7.3 <br />Figure 7.3A <br />Figure 7.3B <br />Figure 7-4A <br />Figure 7.4B <br />Figure 7.5 <br />Figure 7.6 <br />Figure 7.7 <br />Figure 7.8 <br /> <br />LIST OF TABLES & FIGURES <br />(located at the end of each section) <br /> <br />TABLES <br /> <br />Drawing Symbol Criteria and Hydrology Review Table <br />Design Storms for Greeley <br />Intensity DurationlFrequency Tabulation <br />Extended Duration-Intensity-Frequency Tabulation <br />Storm Drainage System Design <br />Time of Concentration <br />Storm Sewer Alignment and Size Criteria <br />Storm Sewer Energy Loss Coefficient (Expansion/Contraction) <br />Storm Sewer Energy Loss Coefficient (Bends) <br />Storm Sewer Energy Loss Coefficient (Bends at Manholes) <br />Manhole Junction Losses <br />Design Example for Storm Sewers <br />Capacity Data for Standard Street Sections <br />Hydraulic Data for Culverts <br />Culvert Rating Chart <br />Example of Standard Form for Culvert Rating <br />Weir Flow Coefficients! Adjustment for Tailwater <br />Rational Formula Method for Detention Pond Sizing <br /> <br />FIGURES <br /> <br />Intensity-Duration-Frequency Curves <br />Roughness Coefficient for Grass Channels <br />Typical Grass Lined Channel Section: Type A <br />Typical Grass Lined Channel Section: Type B <br />Typical Grass Lined Channel Section for Sandy Soils: Type C <br />Trickle Channel Details <br />Roadside Ditch Sections <br />Channel Rundown <br />Hydraulic Properties Circular Pipe <br />Hydraulic Properties Horizontal Elliptical Pipe <br />Hydraulic Properties Arch Pipe <br />Design Example for Storm Sewers - Plan <br />Design Example for Storm Sewers - Profile <br />Curb Inlet Type R - Standard Details <br />Grated Inlet Type C - Standard Details <br />Grated Inlet Type 13 - Standard Details <br />Grated Inlet Type 13 - Vertical Face Curb <br />Grated Inlet Type 13 - Rollover Curb <br />Combination Inlet Type 3 . Vertical Face Curb <br />Combination Inlet Type 3 . Rollover Curb <br />Allowable Inlet Capacity (Type 3 Combination on a Continuous Grade) <br />Allowable Inlet Capacity (Type R Curb Opening on a Continuous Grade) <br />Allowable Inlet Capacity (Type 13 Grated on a Continuous Grade) <br />Allowable Inlet Capacity (Swnp Conditions - All Inlets) <br /> <br />vii <br />
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