100-a

Overflow Spillway Crest
References - 100-a0002
Tangent Ordinates
Downstream Quadrant Table of Functions
Upstream Quadrant
Spillwy Crest Discharge Coeeficient High Overflow Dams
References - 100-a0007
Spillwy Crest Discharge Coeeficient High Overflow Dams: Hydraulic Design Chart
Overflow Crest With Adjacent Concrete Sections Abutment Contraction Coefficient
References - 100-a0010
Overflow Spillway Crest with Adjacent Embankment Sections Abutment Contraction Coefficient
Overflow Spillway Crest with Adjacent Embankment Sections Abutment Contraction Coefficient: Hydraulic Design Chart
overflow Spillways Stage-Discharge Relation Uncontrolled Flow
The spillway design features for each project are tabulated below
References - 100-a0015
References (cont.) - 100-a0016
Stage-Discharge Relation Unsubmerged Crests
Submerged Crest Coefficients Overflow Dams
Discharge Rating Curves
Submerged Crest Coefficients Overflow Dams: Hydraulic Design Chart
Submerged Crest Coefficients Uncontrolled Flow Regimes Hydraulic Design Chart
Computation: Discharge Rating Curve
Gated Overflow Spillways Pier Contraction Coefficients
1969 Tests
Effect of Pier Length
Overflow Spillway Crests With Sloping Upstream Faces
Upstream Quadrant Coordinates
Effect of Nose Shape
Overflow Spillway Crest 3 on 1 Upstream Face
3-on-2 Upstream Face
3-on-3 Upstream Face
n and K Curves
Overflow Spillways Crests Upper Nappe Profiles
References - 100-a0034
Upper Nappe Profiles Without Piers
Upper Nappe Profiles Along Piers
Upper Nappe Profiles Abutment Effects - 100-a0037
Upper Nappe Profiles Abutment Effects - 100-a0038
Upper Nappe Profiles Along Abutments
Approach Channel and Abutment Curvature Effects
100-a

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