Laserfiche WebLink
<br />Page 4 <br /> <br />LIST OF FIGURES <br /> <br />FIGURE NO. <br /> <br />Page <br /> <br />1. Drainage Report Review Process. . 6 <br /> <br /> <br />2. Rainfall Intensity Versus Duration 24 <br /> <br /> <br />3. Storm Drainage System Design. . . 25 <br /> <br /> <br />4. Nomograph for Solution of Manning Equation 26 <br /> <br /> <br />5. Average velocities for estimating travel time. 27 <br /> <br /> <br />6. Effective rainfall computations. . . 28 <br /> <br /> <br />7. Design computation form for culverts 29 <br /> <br /> <br />8. Headwater depth for concrete pipe culverts with <br /> <br /> <br />inlet control . . . . . . . . . . . 30 <br /> <br /> <br />9. Head for concrete pipe culverts flowing full 31 <br /> <br /> <br />10. Head for Standard C.M. pipe culverts flowing full. 32 <br /> <br /> <br />11. Headwater depth for C.M. pipe culverts with inlet control. 33 <br /> <br /> <br />12. Initial Storm Allowable Gutter Capacity 34 <br /> <br /> <br />13. Reserved........... .... <br /> <br /> <br />14. Nomograph for flow in triangular gutters 35 <br /> <br /> <br />15. Reduction factor for allowable gutter capacity 36 <br /> <br />LIST OF TABLES <br /> <br />TABLE <br /> <br />I. <br />II. <br />III. <br />IV. <br />V. <br />VI. <br />VII. <br />VIII. <br />IX. <br /> <br />Required Drainage Reports . . . . . <br /> <br /> <br />Design Storm Frequency by Land Use. <br /> <br /> <br />Runoff Coefficients for Rational Method <br /> <br /> <br />Incremental Design Rainfall - Lakewood, Colorado <br /> <br /> <br />Design Criteria, Major Grass Lined Channels <br /> <br /> <br />Design Criteria, Minor Grass Lined Channels Only <br /> <br /> <br />Allowable Depth of Flow in Streets <br /> <br /> <br />Manhole Spacing . . . . <br /> <br /> <br />Storm Sewer Design Criteria <br /> <br />7 <br />11 <br />13 <br />15 <br />17 <br />19 <br />18 <br />20 <br />20 <br />