[Next Section] [Previous Section] [Table of Contents]

Full Equations Utilities (FEQUTL) Model for the Approximation of Hydraulic Characteristics of Open Channels and Control Structures During Unsteady Flow

U.S. GEOLOGICAL SURVEY WATER-RESOURCES INVESTIGATIONS REPORT 97-4037

5.22 WSPROT14 Command

Purpose: One or more printer output files from WSPRO (Shearman, 1990) are read, and a 2-D table of type 14 is computed in the WSPROT14 command. The files were computed in WSPRO by application of the flows, elevation, and control information prepared with the WSPROQZ command (section 5.21). The approach section must be named APPRO and the departure section must be named EXIT.

LINE 1
Variable: TAB
Format: 7X, I5
Example: TABLE #= 527
Explanation:

TAB is the table number of the 2-D table to be computed.

LINE 2
Variable: HEAD
Format: 6X, A80
Example: LABEL = Simple Bridge: Barren Creek
Explanation:

LABEL is the label for the 2-D table to be computed.

LINE 3
Variable: LINE
Format: A80
Example: File names
Explanation:

LINE is the heading for the file names to follow.

LINE 4 (Repeated to supply all the file names needed for the 2-D table.)
Variables: NAME
Format: A64
Example: drycr1.prt
Explanation:

NAME is the output file name generated in WSPRO, which is the source of water-surface profiles used to prepare the 2-D table. A blank line terminates the input of file names.

[Next Section] [Previous Section] [Table of Contents]