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<br />3-5 <br /> <br />~ <br /> <br />3.3 JOB CONTROL <br /> <br />3.3.1 Operating System Control Language <br /> <br />The operating system control language necessary to initiate a TR-20 <br />job varies with different computers. To assist users that may want to <br />run TR-20 on various computers, file descriptions and specifications <br />are given in Table 3-3. <br /> <br />3.3.2 JOB and TITLE Statements <br /> <br />(Figures 3-1 and 3-2) <br /> <br />~. <br /> <br />The input data begin with the JOB and one or two TITLE statements. <br />The JOB statement and one TITLE statement are required for each job. <br />The letters "JOB" in columns 1-3, is the only required entry in the <br />JOB statement (Figure 3-1). There are seven additional fields that <br />are optional in the JOB statement. These fields are for processing <br />~ - J.1 <br />options. 1 Two TITLE statements (Figure 3-2) follow the JOB statement <br />providing a~two line title that is printed at the top of each page of <br />output. The word "TITLE" is the only required entry in these statements. <br />If the user desires to number successive runs to facilitate keeping <br />track of various runs or to maintain a file number system, a file <br />number may be entered as a three-digit integer in columns 7-9 of the <br />first TITLE statement. The titles are entered in columns 11-80. <br /> <br />The processing options in the JOB statement and the TITLE statements <br />remain in effect through all alternates and storms until reset by <br />another JOB statement at the beginning of another TR-20 job. The JOB <br />statement options are discussed in Section 3.3.3 through 3.3.8. <br /> <br />. <br /> <br />3.3.2.1 HOLDOUT optioni-- Preliminary investigations in large watersheds <br />may result in the identification of numerous floodwater retarding <br />structure sites in tributary areas. Shortcut procedures are required <br />to estimate the effect of the structures on the flow of the tributaries <br />and main stem and for possible coordination with the evaluation of <br />proposed flood control structures by others. The development and <br />routing of holdout hydrographs can be a useful method to estimate the <br />downstream effects. <br />