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 Austin
 Drainage Criteria Manual

  Appendix D. FIGURES AND DIAGRAMS  

Latest version.

  • FIGURES FROM SECTION 2

    Figure 2-1 Effects of Urbanization on Flood Hydrograph
     Fig2-1.png

    Figure 2-2 Austin Intensity-Duration-Frequency Curves
     Fig2-2.png

    Figure 2-3 Dimensionless Curvilinear Unit Hydrograph and Equivalent Triangular Hydrograph
     Fig2-3.png

    Figure 2-4 Temporal Distribution For all PMP Durations
     Fig2-4.png

    Fig2-4Cont.png

    FIGURES FROM SECTION 3

    Figure 3-1 Nomograph for Flow in Gutters
     3-1.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    FIGURES FROM SECTION 4

    Figure 4-1 Curb Opening Inlet in a Sump (Type S-1)
     Fig4-1.png

    Figure 4-2 Grate Inlet in a Sump (Type S-2)
     Fig4-2.png

    Figure 4-3 Combination Inlet in a Sump (Type S-3)
     Fig4-3.png

    Figure 4-4 Area Inlet Without Grate (Type S-4)
     Fig4-4.png

    Figure 4-5 Curb Opening, Inlet on Grade (Type G-1)
     Fig4-5.png

    Figure 4-6 Grate, Inlet on Grade (Type G-2)
     Fig4-6.png

    Figure 4-7 Combination Inlet on Grade (Type G-3)
     Fig4-7.png

    Figure 4-8 Curb-Opening Inlets
     4-8.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-9 Depressed Curb-Opening Inlet Capacity in Sump Locations - English Units
     4-9.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-10 Undepressed Curb-Opening Inlet Capacity in Sump Locations - English Units
     4-10.png

    Source: Rule No. 161-13.23, 10-1-2013

    Figure 4-11 Curb-Opening Inlet Orifice Capacity for Inclined and Vertical Orifice Throats - English Units
     4-11.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-12 Definition of Depth
     4-12.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-13 Grate Inlet Capacity in Sump Conditions - English Units
     4-13.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-14 Curb-Opening & Slotted Drain Inlet Length for Total Interception - English Units
     4-14.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-15 Curb-Opening and Slotted Drain Inlet Interception Efficiency
     4-15.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-16 Depressed Curb-Opening Inlet
     4-16.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    Figure 4-17 Ratio of Frontal Flow to Total Gutter Flow
     4-17.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    FIGURES FROM SECTION 5

    Figure 5-1
     AppDFig5-1.png

    Source: Rule No. 161-15.11, 1-4-2016.

    Figure 5-2
     AppDFig5-2.png

    Source: Rule No. 161-15.11, 1-4-2016.

    Figure 5-3
     Fig5-3.png

    Source: Rule No. 161-13.23, 10-1-2013 .

    FIGURES FROM SECTION 6

    Figure 6-1 Uniform Flow For Trapezoidal Channels
     Fig6-1.png

    Figure 6-2 Sloping and Vertical Channel Drops
     Fig6-2.png

    Figure 6-3 Baffled Apron and Its Design Curve
     Fig6-3.png

    Figure 6-4 Conceptual Design of Alternative Channel
     Fig6-4.png

    FIGURES FROM SECTION 7

    Figure 7-1 Headwall Entrance Type
     Fig7-1.png

    Figure 7-2 Conceptual Design of Debris Fins
     Fig7-2.png

    Figure 7-3 Inlet and Outlet Conditions For Culverts
     Fig7-3.png

    Figure 7-4 Hydraulics of a Culvert Under Outlet Control Condition
     Fig7-4.png

    Figure 7-5 Types of Flow For Bridge Design
     Fig7-5.png

    FIGURES FROM SECTION 8

    Figure 8-1 Concept of Detention Pond
     Fig8-1.png

    Figure 8-2 Weir and Orifice Flows
     Fig8-2.png

    Figures 8-3 to 8-9 have been deleted