WPC 
      2      B       N   Z           Roman 10cpi  "| o            x \	    @  X@Epson LX-800                         EPLX800.PRS  x 
   @         XN|X@ USUK  3'                                          3'Standard                                  6&                                          6& Standard    X-800         +Y                                           2 R     7     9     I  	    P  +Y"| o         USUK  3'                                          3'Standard                                  6&                                          6& Standard        HPLASIII.PRS x 6X    +                                          + 2 /   Z     v     p   T  k     HP LaserJet III                      HPLASIII.PRS x 6X    @  ,\,VX@a8Document g        Document Style  Style                                       X X`	`	  `	

a4Document g        Document Style  Style                                      .  a6Document g        Document Style  Style                                    G  X  

 2 [  k   a       v   q  t     a5Document g        Document Style  Style                                   }    X (#

a2Document g        Document Style  Style                                  < o  
   ?                    A.        

a7Document g        Document Style  Style                                   y    X  X`	`	 (#`	

Bibliogrphy          Bibliography                                             :   X 
 (#

 2 
       	   '  
        q	  a1Right Par         Right-Aligned Paragraph Numbers                        : ` S  @                   I.  
  X (#

a2Right Par         Right-Aligned Paragraph Numbers                        	C  	   @`	                  A.    `	`	 (#`	

a3Document g        Document Style  Style                                  
B 
 b 
   ?                     1.        
a3Right Par         Right-Aligned Paragraph Numbers                        L ! 
   `	`	 @P
                  1.  `	`	   (#

 2 [
     O
  
               a4Right Par         Right-Aligned Paragraph Numbers                        U  j   `	`	  @                  a.    `	 (#

a5Right Par         Right-Aligned Paragraph Numbers                        
_ o    `	`	   @h                  (1)    hh# (#h

a6Right Par         Right-Aligned Paragraph Numbers                        h     `	`	   hh# @$                  (a)  hh#  ( (#

a7Right Par         Right-Aligned Paragraph Numbers                        p fJ    `	`	   hh# ( @*                  i)  (  h- (#

 2      
     f     2     2  a8Right Par         Right-Aligned Paragraph Numbers                        y W" 3!   `	`	   hh# ( - @p/                  a)  -  pp2 (#p

a1Document g        Document Style  Style                                  X q q
    
   l   ^)                       I.           ׃

Tech Init             Initialise Technical Style                              .  
k    I. A. 1. a.(1)(a) i) a)                 1 .1 .1 .1 .1 .1 .1 .1                                      Technical                                            a5Technical         Technical Document Style                               ) W D                   (1)  .   2 m          r             a6Technical         Technical Document Style                               )  D                   (a)  .  a2Technical         Technical Document Style                               < 6  
   ?                    A.        

 a3Technical         Technical Document Style                               9 W g 
   2                    1.        
 a4Technical         Technical Document Style                               8 bv {    2                     a.        
  2 p          a         m  a1Technical         Technical Document Style                               F ! < 
   ?                         I.           

 a7Technical         Technical Document Style                               ( @ D                   i)  .  a8Technical         Technical Document Style                               (  D                   a)  .  Pleading              Header for numbered pleading paper                     P@  n                         $]        X    X`	hp x (#%'0*,.8135@8:<H?A                                         y    *                    d       d d                                                                         y y    *                    d       d d                                                                         y 

HH 1

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H 28	 + 	 Ӌ 2 J!  /     N      X      w  Doc Init             Initialise Document Style                                	  
 
               p-p-p-    I. A. 1. a.(1)(a) i) a)                 I. 1. A. a.(1)(a) i) a)                                     Document g                                           Courier 10cpi Courier 10cpi (Bold) Courier 10cpi (Italic) CG Times (Scalable)  ? x x x ,    wx 6X   @ 8; X@ ? x x x ,   x     ` B; X ? x x x , #  Ax 6N h 
; XHH V " G ( $ , : hG     P 7hP "  m+O6^$(8<<k](((<k((((<<<<<<<<<<((xkx5kWLRYLGWY(/TLmYWEWP@LYWqWWN(((<<(5<5<5(<<!!<!]<<<<,/!<<W<<55<5x( <<  <<<(((( <<<<<< <<<! W5W5W5W5W5kPR5L5L5L5L5(!(!(!(!Y<W<W<W<W<Y<Y<Y<Y<W<W5Y<W<W<W<Y<E<W5W5W5R5R5R5R5Y<L5L5L5L5W<W<W<W<W<W<Y<Y<(!(!(!(!XC/ T<L!L!L!L!L!Y<YGY<Y<W<W<kWP,P,P,@/@/@/@/L!L!L!Y<Y<Y<Y<Y<Y<qWW<N5N5N5  Y<L!Y<P,@/L!W<W<Y<W<Y<(     <<   (      ((WxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxNWWW< <<(511<<i<<<kk<*<<<<k* (( >><kxx<<II[x<x<W< GddCCk     (>      <  q   *"xxxxWWxxx<Wxx>WWkkxxx             <kkxxx  k<((xxxxxWIxkWWWWWWWWWWx(x<W<C<kxWxP<(<W5<EW]NxxWWWWWWWWWWxxxxx8xWWWWxxxxxxxxxxxxx xxxxxxWWxxxxxxdPI]xWx   xx    3G                                               WWWW                       xx          x        xx         xWWW<WWxWWxxx   WW   W5   WWWW5   WWWWW   WWW   WWW   WWW   WWWWWWWWWWWWWW     W   WWWWWW    WWWWWWWW(   WWW(   WWW(   WWW(   WWWW   W                                                   W   WWWW   WWWWILC  ICP5L/N5Y<W5(!T5PCmCY5P<W5WIE<I< <L5W5PIWC]IIII/<!!555I5I I II ((<<<<<          <<         IIIIIIIIIIIIIIIIIII///////<<<<<<<<<<<<<<<<<<<<!!!!!!!!!!!!5555555555555555555IIIIIIIIIIIIIIIIIIII(  E  WLY(WWI<5( x 2         |!                                 e  `  	  ]     ? 5   4              U UUUUUUUUUUUUO 1     : 5/2&#  2    @kC Ll@#               ) 
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 
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 	

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    
  9.5. CURRMOD AND WINDDRIVEN CURRENTS

 It is likely that the file TEST.BAY has not been generated
with a due caution. Therefore, we prefer to proceed with the
description for the file MANUAL.BAY which is created during the
installation.
 To run CURRMOD or ANCOPOL there must be available 570 kB of
RAM. Usually a PC is filled with various resident programs,
WINDOWS are the most often, occupying a lot of RAM so that the
available memory is less than 570 kB. If the available memory is
not sufficient, after typing CURRMOD or ANCOPOL and pressing
<ENTER>, the user is informed of an inability to continue the
processing due to an insufficient memory. The user is asked:

Do you want to make a system disk now? (Y/M):

In case the answer is <N> the processing continues. It can abort
due to an insufficiency of RAM. On the other hand if the answer
is <Y> the user is asked to insert an empty (formatted) diskette
in the drive A:. The user is informed that PC will be rebooted
automatically and the processing of CURRMod or ANCOPOL can be
started again.

   ?   Primary processing
 The primary and secondary processing are defined and
distinguished by the options NONRETRYING and RETRYING,
respectively.

 The processing consists of three phases:

  definition of topography of bottom,
  definition of inflows and outflows at open boundaries,
  construction of current field.

The main steps of the first phase are already described in the
previous section. It is necessary to add only a description of
some new parts of the first phase.

   ?   Definition of topography of bottom. The beginning screen of
CURRMOD is the mask with name of package and several massages.
The second screen contains four questions:

Selection of processing:

 1) Winddriven current field.
 2) Residual current field.
 3) Current field from data on tracer.
 0) Exit.

Enter 1,2,3, or 0:

The last question is clear. By pressing <0> the user exits
CURRMOD. In this section we have to describe the part of package
related to the WDCmodel so that the user must press <1>. Since
this phase of processing is primary the user must answer with <N>
the question about retrying. The screen that follows is familiar   *        p-++  to the user. It has been described in the previous section. We
must choose one of the user's files in the box on screen by
moving the cursor vertically and pressing <ENTER>. Only the file
MANUAL.BAY contains data on winddriven currents. If we choose
any other file we are informed soon that data on winddriven
currants are not available and the processing aborts. Therefore,
the user must select MANUAL.BAY. The next screen is again
familiar and all functions are described in the previous section
except the function <L>. It is moment to use this option. We want
to use the configuration of basin that is saved in some of
previous sessions. The user can press <L>, choose by cursor one
of the two saved configurations (see picture on the right), and
press <ENTER>. Immediately a rectangle is defined and filling of
the corresponding region is carried out. By pressing <C> the
processing can be continued. If the defined configuration is not
desirable, the user can press <R> to restart, <B> to zoom, or <L>
to choose the other saved configuration. We assume that 
!  "                    x  d d                                                            
 frames  
	                             	 
	  >> MANUAL.PR1 290793 <<  	 
	     MANUAL.PR2 020893     	 
	                             	 
!  $  ""H
ZZ  ! Z"$ the user chooses the first
 ! Z" saved configuration. The
 ! Z" next screen is an
 ! Z" illustration of the chart.
   C h  ! Z" The domain Dh is already cut
 ! Z" from the chart. It has been
 ! Z" described how to continue
 ! Z" the processing after
 ! Z" pressing <C>. This part of
  ZZT""   processing finishes with an illustration of data on depth.
  !       w              ? 5  d d     SLIK952.WPG                                             M    ?    Figure 9.5.2. Grid for wind
H driven currents.  $  ""::  ! :"$ 
 ! :" 
 ! :"   A   
P
\     ?              		   d     AAA.TIF                                              P
  w'P 
   ?   Figure 9.5.1. Defining the
1 boundary conditions.  ,  ::""A 9! :",  There are two versions of CURRMOD and ANCOPOL. One is
distributed with the book and designed for a smaller
configuration as discussed in Section 9.1. Because of limits on
available RAM this version is designed only for the case of a
flat bottom or a layer with a constant width. Therefore, the user
is informed that bottom is supposed to be flat in this version.

   ? 4*  Defining inflows and outflows through the open boundary.
When the illustration of data on depth is finished, the P  *        p-++1 Z"_  !  :"(  !  \9(  A  P  processing begins with the second phase. The first screen of the
   C   new phase is an auxiliary illustration of Dh and Mh, (Figure
9.5.1) with three sound signals and twinkling part of the open
boundary. In the same time at the bottom of the right margin
there appears the message: "Press any key... ". After pressing
any key there appears a box on the top of right margin with
questions to be answered. First, the user sees only the first
question in the box (see Figure 9.5.3) and must answer by
choosing one of two possible options for defining the flow at the
  a  
a     w              6 `d d   < AAA.TIF                                              
  / 
   ?   X	 Figure 9.5.3.   $  ""  a "$ open boundary. The choice must
 a " be done by moving horizontally
 a " the arrow keys. After choosing
 a " and pressing <ENTER>, there
 a " appears the  6&                                          6& Standard        HPLASIII.PRS x 6X   6&                                          6& Standard        HPLASIII.PRS x 6X    +                                         second question in
 a " the same box (see the same
 a " figure) and the user must
 a " enter the value of flow (or
 a " velocity). This is a positive
 a " number. Direction is not yet
 a " specified. Let us assume that
 a " the entered value of flow is
   C l  a " equal 500 m3/s. After pressing
 a " <ENTER> there appears the
 a " third, last, question in this
 a " box. The user must choose one
 a " of option, i.e. the user must
  X""   define either inflow or outflow by arrow keys as in the case of
the first question. After pressing <ENTER> there appears the new
box (Figure 9.5.4) with questions about profile of the normal
component of velocity field. A theoretical notion and description
regarding these profiles is given in Section 3.11. The user must
choose one of three possible profiles by moving the arrow keys
and press <ENTER>. In this way 
    
a     w              6 `d d   < BBB.TIF                                              
  M4 
   ?   LX
 Figure 9.5.4.ă  $  ""   "$ The                   Figure 1                                          Figure 1                           boundary condition along
  " the first part of open
  " boundary is defined and the
  " whole procedure must be
  " repeated with other parts of
  " the open boundary. When the
  " user finishes the definition
   C H   " of boundary conditions along Bo
  " the auxiliary illustration
   C     " with Dh disappears and the next
  " screen is a box informing the
  " user about possibility to
  " repeat the previous procedure.
  " This can be useful if some of
  " boundary conditions is defined
  " incorrectly.
  " 
   '""   
   ? '  Construction of the current field. In the continuation of
processing there appears a massage about the average depth:

The average depth is equal to 10.22 m
 @  +        p-++! "  a  "+    @  Ԍand a message about the number of open boundaries:
A  xx                     d d I\                       	                                      
    
      The number of originally defined open boundaries 
      is equal to   4,  while the number  of  accepted 
      boundaries is equal to 4. If you are unsatisfied 
      with the accepted  open  boundaries then, after  
      displaying the  illustration  with all  objects  
      defining data on  hydrodynamics,  you can abort  
                    the processing.                    
    $  "" ""`	A "$ 
 Press enter to continue.

   C  Sometimes a part of the open boundary is too far from Dh or two
short. It is omitted in the former case and replaced by a flowpoint in the latter case. 
 Now the user must decide about the typical length of basin.
This parameter is calculated by use of the Expression (3.2.1).
However the user can decide to enter any other value. Therefore,
there appears the question

To proceed, the characteristic length of   9.45 km
of the chosen region will be used.

Enter Y/N if you agree/ disagree:

We assume that the user answers with Y. The defined flows through
the open boundary are adjusted to fit the numerically defined
   C < open boundary Bh. In this process the net flow can become
different from zero. Therefore, the flows are slightly changed
to give the zero net flow and the user is informed about such
adjustment:

The flows through the open boundary are corrected by  19.80%
of their original values to give zero net flow.

There are 4 parts of the open boundary.

Trying to connect boundary points

   C ! The last message  is related to branching points in Bh as
discussed in Section 3.11. There has been encountered one
branching point and there has been an unsuccessful try to connect
endpoints of various parts of the open boundary. It is clear
from the Figure 9.5.2. that the branching point is defined by
grid coordinates 31, 16. The next message is 0  %        p-++ x"7  A  0  Ԍa                         `  d d I\  TABLE8.TXT           Z
                                      
O  
     d d x                          
 !   d d x         11        O    	      	              	             The friction coefficient at bottom:
The friction coefficient at the free surface:
The Coriolis parameter:          .00100
 .00925
 .00100          ܼ$  ""  ""xa !$ The user is informed about the three basic parameters defining
WDCmodel of Section 3.6. In order to verify definition of windvelocity, i.e. the remaining parameters for WDCmodel, the user
can scan values of amplitudes of wind velocities in the next
screen from an illustration of this field. Therefore, the user
is informed about this possibility:
  px                     d d I\                       
                              p      


                                                       
            INTERPOLATED WIND VELOCITY                 
   An illustration of wind velocities is carried out   
   in the following drawing. If you find the result    
    unsatisfactory you can  ABORT  the processing.     
                                                       
$  ""(
""`	 "$ Press enter to continue.

The illustration is generated in the standard way which has been
already described. The user is asked wether to continue or abort
the processing. We assume that the user continues the processing.
After answering the question there starts the solver. The user
is informed about the process of solving by counting the rows in
the forward and backward reduction of the system. Therefore, on
the screen there appear gradually the massages:
                                                                                                  D8p "                                                                                 ҇


 number of knots:
 entries of stiffness matrix:
 @  x         p-++! !'
  a  "    @   @          p-++! !'
  a  "    @  @@< @@< 
occupied

   1224
  50184 @          p-++! !'
  a  "    @  
available

   1500
 115000 h          p-++&@Xx               ++! !'
  a  "    h  ԯ
     SOLVING THE SYSTEM:

     forward reduction:

   ? (#  backward substitution:hh% 
 @  #        p-++! !'
  a  "    @  


902 @  !        p-++! !'
  a  "    @  





 @  #        p-++! !'
  a  "    @   h  @        p-++&$`"$      @         ++! !'
  a  "    h  ԯ     P                   ?I1  d d   BBB.WPG                                                2    ?    Figure 9.5.5. Current field.  When the counting finishes, i.e. the solver finishes, the current
filed can be constructed. This procedure also takes some time so
that the user is asked to wait during this part of processing.
The construction of the field finishes with an illustration of
this field. The user is asked to enter the name of figure
illustrating winddriven current: "Enter title for the figure of
reconstructed current field". If the user presses <ENTER> the
illustration will be without a title. The next screen is an
illustration of current field. Velocities at gridpoints are P  *       p-++1 !'
  a  "    (    P  $  ""  ((""   ($ illustrated by oriented pieces
  ( of straight lines the
  ( beginnings of which are filled
  ( circles centred at gridknots.
  ( The lengths of these "stream
  ( vanes" are proportional to the
  ( magnitudes of velocities at
  ( corresponding gridknots. The
  ( user cab easily make an
  ( estimate of the magnitude of
  ( velocity at a gridknot by
  ( comparing the length of the
  ( corresponding stream vane and
  ( the scaling length at the
  ( lower left corner of figure.
  ( There is a familiar box on the
  ( top of right margin as in the
  ((""H
""   previous cases. The messages in box remind the user about
possible options. The options Pprint and Ccontinue are
described in the previous section. The option Bboundary has a
slightly different possibility than in the previous case and we
have to describe the difference. After the user strikes <B> the
new screen contains the following window

  `	xp                   `	  d d I\                                                     `	                 
 Define window 
         	                                       	
         	   Min X:        0.00          	
         	   Max X:       56.00                  	
         	   Min Y:        0.00                  	
         	   Max Y:       46.67                  	
         	   Scaling fact   : 1                  	
         	   Natural  border: Y                  	
         	   Numeric border:  Y                  	
         	   Meas. stations:  N                  	
         	                                       	
         
$  """"(
 "$ The only difference between messages (options) in this window and
ones in the previously described is the fifth row. The default
value of the scaling factor is 1. An increase (decrease) of its
value causes an increase (decrease) of arrows indicating velocity
vectors at gridknots. Let us press <ENTER> until the fifth row
and then enter the value 3. and press <ENTER> three times more.
After pressing <Y> the window switches with the previous
illustration of current field, however the arrows are 3 times
larger than in the previous case. Let us continue with the
processing. After pressing <C> there appears a question asking
the user wether to display values of velocities. After pressing
<Y> there appears a similar figure as in the previous screen. The
user has to wait a little during reading velocities from the
corresponding file. When the loading is finished the cursor is
placed in the middle of screen. By moving the cursor over gridknots the user can read values of velocities on the right margin.
There is no essential difference between this option and the one
described in the previous section.
 In the case that the user is not satisfied with resulting @  *         p-++! (    p"!    @  flows through the open boundary these flows can be changed. The
user is informed:

v  x                   x  d d I\                                                                  
                                                       
    The initially defined boundary values of flow can  
    be scaled in order to get a more realistic current 
             pattern around the open boundary          
                                                       
  v$  ""X"" "$ 
Do you wish to carry out such scaling? (Y/N):

At this point the user can intervene and improve the flows
through open boundaries. If the user answers with <N> and <ENTER>
this opportunity is lost and the processing continues. Therefore,
let us assume that the user answers with <Y><ENTER>. There
appears a message describing the meaning of scaling. The wind   ?  driven current field v(x) is defined by
   C h 4!  #b      d d d d d       S	   d d w                                                       b             G bold v( bold x) ~=~ {bold v} sub B( bold x) ~+~ {bold v}sub w(
bold x),x 6X   @8; X@x 6X   @8; X@x 6X   @8; X@      _ v     _ x     _ v     m_ x     _ v     _ x       _ (      z_ )      _ (      _ )      `_ (      P_ )      _ ,      J_       _     + B    + w 4$  ""h""X!! "$ where vB and vw are the boundary and winddriven component of the
   C  constructed current field. We cannot change the component vw(x).
   C X It is defined by the driving force, i.e. by the term Tw in
(3.6.2). However, we can change the boundary value of normal
component of velocities. The new field can have the form
OA  #bd      d d d d d       	   d d w                                                       b             Q bold v( bold x) ~=~ lambda {bold v } sub B ( bold x) ~+~ {bold
v}sub w ( bold x),x 6X   @8; X@x 6X   @8; X@x 6X   @8; X@      _ v     _ x     _ v     _ x      _ v     S_ x       _ (      z_ )      p_ (      `_ )      _ (      _ )      C	_ ,      J_       0_       _      + B    + w O$  """"X!A "$ where  is the scaling factor to be determined by the user. We
assume that the user had decided to perform the scaling. After
pressing <Y> and <ENTER> the user is asked to enter the value of
the scaling factor. The new field is created and can be
illustrated later by using RETRYING. This option is described in
the next part of this section.
 The processing is almost at the end. The last question of
the processing is

Do you want to calculate flows through open boundaries? (Y/N): 

If the user answers <Y> there appears a list of open boundaries
and corresponding values of flows. Finally, the last message is
about a possibility to create ASCIfiles for plotting or creating
figures in documents such as WordPerfect.

The primary processing is finished.
