FLOOD06411

• County: Statewide
• Basin: Statewide
• Title: Interior Drainage Flood Routing
• Date: 3/1/1969
• Prepared For: US
• Prepared By: US Army Corps of Engineers
• Floodplain - Doc Type: Educational/Technical/Reference Information

15\012

I5W3

ISW4

IT
J
JJ
, JOBKD

K
KK
L
LlNE
LTAT

M
MO

N
NINFL
NN
NO

NPAP

NPAPP

NREL

NRQ

Program control used to designate how pumping is to be
handled by the program; ISW2 = 0 if pumping is not to be
considered, = 1 if pumping is to be at a constant (PU}WQ)
rate, = 2 if pumping is to be variable and dependent upon
a pumping discharge vs. pond elevation relationship.
Program control to designate format used on input cards;
I8W3 - 0 if seepage is not to be considered, = 1 if data is
on a lOX, F15.0 format (which is the punched card output
format for S.F. district programs).
Program control to designate how seepage will be handled;
ISW4 = 0 if seepage is not to be considered, = 1 if seepage
quantities (either into or out of the ponding area) are
given in the form of a hydrograph, = 2 if seepage is variable
and is dependent upon a head vs. seepage discharge relation-
ship.
Total time, in hours.
General use counter.
A counter, particularly in an interpolation process.
Program control indicator; JOBKD = 1 if next run is to use
the same storm, irver and pond data, but is to use new
title cards and discharge data, = 2 if next run is to use
all new data. = 3 to indicate last run of job.
A counter, particularly in interpolation process.
A counter, particularly in interpolation process.
A counter, particularly in interpolation process.
Line counter variable.
Integer used to denote routing and input data time interval.
in hours; equivalent to DLTAT.
A counter, particularly in interpolation process.
Starting month of the routing procedure; used when the hour,
d~y, month time output is desired.
A counter, particularly in interpolation process.
Number of runoff, and seepage, values used on input data.
A counter, particularly in interpolation process.
Startin~day of the routing procedure; used when the hour,
day, month time output is desired.
Number of ponding area input cards, i.e., data points. used
to describe the ponding area elevation - area - capacity
curves.
Used as a counter in establishing the storage indication
array for a river elevation.
Nlli~ber of sets of river elevation vs. discharge input values
used to describe the river rating curve.
Number of input values of river discharge, one value per
time interval; this value controls for how many routing
periods the program will operate.

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EXHIBIT 2