1
 WSPRO         FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
 V060188           MODEL  FOR  WATER-SURFACE  PROFILE  COMPUTATIONS

            *** RUN DATE & TIME: 09-05-2000  01:44
 
   T1         Structure No: F-218                       File: F-218\wsp_prel.dat   
   T2         Cedar River on U.S. Route 218             Orig: 09/05/2000 PHR       
   T3         Bremer IA County, Missouri              Update:                      
   *       ======================================================================= 
   *          DELTAY  YTOL   QTOL  FNTEST                                          
   J1            *      *      *      *                                            

 J1 RECORD PARAMETERS:
 DELTAY = 1.00   YTOL = 0.02   QTOL = 0.02   FNTEST = 0.80   IHFNOJ = -1

   *                                                                               
   *            Qmeas                                                              
   Q            34000                                                              
 *** Q-DATA FOR SEC-ID, ISEQ =            1
   *                                                                               
   *            Slope                                                              
   SK          0.00045                                                             
   *       ======================================================================= 
   *                                                                               
   *        Description			    Elevation                                            
   *        -----------		            ---------                                     
   *        Exit Section                       886.700 - Extrapolated via Curve    
   *        HWM - Barn                         886.676 - Measured                  
   *        D/S Face D/S Bridge Tape Down      887.730 - Tape Down (Measured)      
   *        U/S Face U/S Bridge Tape Down      887.930 - Tape Down (Measured)      
   *        HWM - Tree                         887.830 - Measured                  
   *        Approach Section                   880.000 - Interpolation via Curve   
   *        HWM U/S Pole                       886.416 - Measured                  
   *                                                                               
   *        The WSEL at the EXIT section was established by extrapolating the HWM  
   *        at the barn D/S by an established curve that was scaled for all HWM    
   *        stationing.  The WSEL at the APPR section was established by           
   *        interpolation of the established HWM curve.  WSEL's for EXIT and APPR  
   *        section were shifted by channel slope via scaled HWM stationed curve.  
   *       ======================================================================= 
   *        This is a calibration run that acknowledges the actual peak flood that 
   *        produced the measured high water marks.  After calibration has been    
   *        established, the slope and roughness values are transferred to the     
   *        preliminary run.                                                       
   *       ======================================================================= 
   *                                                                               
1
 WSPRO         FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
 V060188           MODEL  FOR  WATER-SURFACE  PROFILE  COMPUTATIONS

          Structure No: F-218                       File: F-218\wsp_prel.dat   
          Cedar River on U.S. Route 218             Orig: 09/05/2000 PHR       
          Bremer IA County, Missouri              Update:                      
            *** RUN DATE & TIME: 09-05-2000  01:44

 *** START PROCESSING CROSS SECTION - " EXIT"
   XS    EXIT    -679       0    *    *       *                                    
   *              SRD    Skew    EK   CK    Slope                                  
   *       EXIT SECTION (Downstream Channel)                                       
   *          REMARKS: Data for EXIT section is the floodplain and channel data    
   *           taken approximately one bridge-length downstream of the bridge.     
   *           The channel data was acquired from an ADCP approximately one        
   *           bridge length downstream of the bridge. This section was shifted by 
   *           the slope to the location of the SRD.                               
   *                                                                               
   *          GR Data (X-Y Coordinate Pairs)                                       
   GR           437.1  905.00   487.1  889.34   516.7  874.89   575.0  875.61      
   GR           578.6  866.85   584.0  866.42   590.6  865.21   596.6  865.44      
   GR           604.1  864.98   610.4  865.31   616.8  865.31   623.1  865.11      
   GR           629.6  864.78   636.1  864.22   642.9  863.90   650.1  864.45      
   GR           658.1  861.83   666.5  860.19   674.7  859.20   682.9  858.88      
   GR           690.9  859.07   699.3  861.27   707.9  862.03   715.7  863.57      
   GR           723.0  863.80   729.9  864.32   736.6  864.88   743.0  865.21      
   GR           749.2  865.96   755.5  866.52   761.7  866.85   768.9  866.09      
   GR           775.0  866.85   781.7  867.93   788.2  868.82   794.3  869.57      
   GR           800.2  869.90   806.5  870.23   808.1  870.84   827.4  872.20      
   GR           833.7  877.45   892.0  878.01   929.9  879.99   994.5  879.72      
   GR          1003.7  877.13  1038.8  875.07  1054.4  875.68  1091.6  874.45      
   GR          1112.6  883.16  1220.3  886.96                                      
   *       ----------------------------------------------------------------------- 
   *          Left Fldpln-- Thick timber interspersed with fallen timber and       
   *                        heavy undergrowth.  Moderate woody debris.             
   *              Channel-- Wide sand channel.                                     
   *           Right Bank-- Moderate timber with moderate grasses.                 
   *          Rght Fldpln-- Thick timber interspersed with fallen timber and       
   *                        heavy undergrowth.  Moderate woody debris.             
   *                                                                               
   *          Mannings N-values and Break Points                                   
   *          Left FldPln  Main Channl   Right Bank  Rght FldPln                   
   N          0.130 0.150  0.030 0.034   0.055 0.062  0.130 0.150                  
   ND          2.0   5.0    2.0  10.0    2.0   5.0    2.0   5.0                    
   SA                    575.         834.         895.                            
   *       ======================================================================= 

 *** FINISH PROCESSING CROSS SECTION - " EXIT"
 *** CROSS SECTION " EXIT" WRITTEN TO DISK, RECORD NO. =  1

 --- DATA SUMMARY FOR SECID " EXIT" AT SRD =   -679.  ERR-CODE =      0

      SKEW     IHFNO    VSLOPE        EK        CK
       0.0        0. *********      0.50      0.00

 X-Y COORDINATE PAIRS  (NGP =  50):
        X      Y          X      Y          X      Y          X      Y
     437.1  905.00     487.1  889.34     516.7  874.89     575.0  875.61
     578.6  866.85     584.0  866.42     590.6  865.21     596.6  865.44
     604.1  864.98     610.4  865.31     616.8  865.31     623.1  865.11
     629.6  864.78     636.1  864.22     642.9  863.90     650.1  864.45
     658.1  861.83     666.5  860.19     674.7  859.20     682.9  858.88
     690.9  859.07     699.3  861.27     707.9  862.03     715.7  863.57
     723.0  863.80     729.9  864.32     736.6  864.88     743.0  865.21
     749.2  865.96     755.5  866.52     761.7  866.85     768.9  866.09
     775.0  866.85     781.7  867.93     788.2  868.82     794.3  869.57
     800.2  869.90     806.5  870.23     808.1  870.84     827.4  872.20
     833.7  877.45     892.0  878.01     929.9  879.99     994.5  879.72
    1003.7  877.13    1038.8  875.07    1054.4  875.68    1091.6  874.45
    1112.6  883.16    1220.3  886.96

  X-Y MAX-MIN POINTS:
      XMIN       Y         X    YMIN      XMAX       Y         X    YMAX
     437.1  905.00     682.9  858.88    1220.3  886.96     437.1  905.00

 SUBAREA BREAKPOINTS (NSA =  4):
         575.    834.    895.

 ROUGHNESS DEPTHS (NRD =  2):
 BOT:     2.00    2.00    2.00    2.00
 TOP:     5.00   10.00    5.00    5.00

 ROUGHNESS COEFFICIENTS (NSA =  4):
 BOT:    0.130   0.030   0.055   0.130
 TOP:    0.150   0.034   0.062   0.150
1
 WSPRO         FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
 V060188           MODEL  FOR  WATER-SURFACE  PROFILE  COMPUTATIONS

          Structure No: F-218                       File: F-218\wsp_prel.dat   
          Cedar River on U.S. Route 218             Orig: 09/05/2000 PHR       
          Bremer IA County, Missouri              Update:                      
            *** RUN DATE & TIME: 09-05-2000  01:44

 *** START PROCESSING CROSS SECTION - "FULLV"
   XS   FULLV       0       0                                                      
   *              SRD    Skew                                                      
   *       FULL VALLEY SECTION                                                     
   *          REMARKS: The floodplain data for this section was shifted from       
   *           EXIT section to the toe of the road embankment.  The channel data   
   *           was acquired from an ADCP near the downstream face of the           
   *           downstream bridge.                                                  
   *                                                                               
   *          GR Data (X-Y Coordinate Pairs)                                       
   GR           210.0  906.27   307.8  893.10   371.8  876.92   510.1  873.78      
   GR           513.1  872.70   526.9  869.45   529.0  869.55   531.3  869.55      
   GR           534.1  869.55   536.7  869.22   539.4  869.32   541.8  869.22      
   GR           544.3  869.32   547.1  869.45   549.9  869.55   552.8  869.32      
   GR           555.8  869.65   558.7  869.55   561.6  869.45   564.5  869.12      
   GR           567.5  868.80   570.6  868.80   574.0  869.12   577.3  868.47      
   GR           580.8  868.24   584.0  868.14   587.3  868.34   590.5  868.66      
   GR           593.7  867.68   596.9  867.48   599.9  867.16   603.1  866.83      
   GR           606.3  866.27   609.3  866.60   612.3  866.60   615.4  866.27      
   GR           618.6  865.84   622.0  865.71   625.5  864.40   629.3  864.07      
   GR           633.0  863.74   636.8  863.55   640.9  863.22   645.4  863.32      
   GR           651.2  863.74   655.7  864.40   660.7  864.96   665.3  865.38      
   GR           669.8  865.61   674.0  865.94   678.3  866.60   682.5  867.48      
   GR           687.1  867.58   691.2  868.14   695.6  868.66   699.6  868.99      
   GR           703.8  869.32   708.5  869.55   712.4  869.78   716.2  869.78      
   GR           719.9  869.98   723.8  870.21   727.5  870.44   731.2  870.44      
   GR           734.5  868.66   737.5  868.89   740.6  869.32   743.6  870.11      
   GR           746.8  869.88   749.3  869.98   760.2  869.98   762.1  870.44      
   GR           772.4  872.70   797.3  874.91   828.1  876.40   833.7  877.70      
   GR           892.0  878.27   929.9  880.24   994.5  879.97  1003.7  877.38      
   GR          1038.8  875.32  1054.4  875.93  1091.6  874.71  1112.6  883.42      
   GR          1220.3  887.22                                                      
   *       ----------------------------------------------------------------------- 
   *          Left Fldpln-- IDOT right of way consisting of tall thick grasses.    
   *              Channel-- Wide sand channel.                                     
   *          Rght Ovrbnk-- Interface of IDOT right of way consisting of moderate  
   *                        grasses and the overbank further downstream consisting 
   *                        of thick timber interspersed with fallen timber.       
   *          Rght Fldpln-- Pasture.                                               
   *                                                                               
   *          Mannings N-values and Break Points                                   
   *          Left FldPln  Main Channl  Rght Ovrbnk  Rght FldPln                   
   N          0.100 0.065  0.035 0.035  0.110 0.085  0.075 0.055                   
   ND          2.0   3.0    2.0  10.0    2.0   3.0   1.0    2.0                    
   SA                    510.         797.        1112                             
   *       ======================================================================= 

 *** FINISH PROCESSING CROSS SECTION - "FULLV"
 *** CROSS SECTION "FULLV" WRITTEN TO DISK, RECORD NO. =  2

 --- DATA SUMMARY FOR SECID "FULLV" AT SRD =      0.  ERR-CODE =      0

      SKEW     IHFNO    VSLOPE        EK        CK
       0.0        0. *********      0.50      0.00

 X-Y COORDINATE PAIRS  (NGP =  85):
        X      Y          X      Y          X      Y          X      Y
     210.0  906.27     307.8  893.10     371.8  876.92     510.1  873.78
     513.1  872.70     526.9  869.45     529.0  869.55     531.3  869.55
     534.1  869.55     536.7  869.22     539.4  869.32     541.8  869.22
     544.3  869.32     547.1  869.45     549.9  869.55     552.8  869.32
     555.8  869.65     558.7  869.55     561.6  869.45     564.5  869.12
     567.5  868.80     570.6  868.80     574.0  869.12     577.3  868.47
     580.8  868.24     584.0  868.14     587.3  868.34     590.5  868.66
     593.7  867.68     596.9  867.48     599.9  867.16     603.1  866.83
     606.3  866.27     609.3  866.60     612.3  866.60     615.4  866.27
     618.6  865.84     622.0  865.71     625.5  864.40     629.3  864.07
     633.0  863.74     636.8  863.55     640.9  863.22     645.4  863.32
     651.2  863.74     655.7  864.40     660.7  864.96     665.3  865.38
     669.8  865.61     674.0  865.94     678.3  866.60     682.5  867.48
     687.1  867.58     691.2  868.14     695.6  868.66     699.6  868.99
     703.8  869.32     708.5  869.55     712.4  869.78     716.2  869.78
     719.9  869.98     723.8  870.21     727.5  870.44     731.2  870.44
     734.5  868.66     737.5  868.89     740.6  869.32     743.6  870.11
     746.8  869.88     749.3  869.98     760.2  869.98     762.1  870.44
     772.4  872.70     797.3  874.91     828.1  876.40     833.7  877.70
     892.0  878.27     929.9  880.24     994.5  879.97    1003.7  877.38
    1038.8  875.32    1054.4  875.93    1091.6  874.71    1112.6  883.42
    1220.3  887.22

  X-Y MAX-MIN POINTS:
      XMIN       Y         X    YMIN      XMAX       Y         X    YMAX
     210.0  906.27     640.9  863.22    1220.3  887.22     210.0  906.27

 SUBAREA BREAKPOINTS (NSA =  4):
         510.    797.   1112.

 ROUGHNESS DEPTHS (NRD =  2):
 BOT:     2.00    2.00    2.00    1.00
 TOP:     3.00   10.00    3.00    2.00

 ROUGHNESS COEFFICIENTS (NSA =  4):
 BOT:    0.100   0.035   0.110   0.075
 TOP:    0.065   0.035   0.085   0.055
1
 WSPRO         FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
 V060188           MODEL  FOR  WATER-SURFACE  PROFILE  COMPUTATIONS

          Structure No: F-218                       File: F-218\wsp_prel.dat   
          Cedar River on U.S. Route 218             Orig: 09/05/2000 PHR       
          Bremer IA County, Missouri              Update:                      
            *** RUN DATE & TIME: 09-05-2000  01:44

 *** START PROCESSING CROSS SECTION - "BRIDG"
   BR   BRIDG       0  897.46       0                                              
   *              SRD  LS Ele    Skew                                              
   *       BRIDGE SECTION                                                          
   *          REMARKS: Structure F-218 consists of seven 96-foot simply supported  
   *           concrete spans supported by concrete piers and spill-through        
   *           abutments.  The left abutment has minimal protection in the form of 
   *           cobbles and boulders.  The right abutment and associated spur dike  
   *           are protected with cobbles and boulders.                            
   *                                                                               
   *            Used: D/S Face of D/S Bridge                                       
   *                                                                               
   *          GR Data (X-Y Coordinate Pairs)                                       
   GR           206.3  903.13   207.4  901.66   246.7  891.12   301.3  884.73      
   GR           348.0  876.23   397.8  875.24   449.4  875.24   494.3  873.92      
   GR           510.1  873.78   513.1  871.07   513.3  868.97   518.4  868.55      
   GR           523.7  868.64   528.9  867.66   535.4  867.33   540.6  867.00      
   GR           545.9  867.00   551.3  866.90   556.6  867.23   561.8  867.33      
   GR           567.3  866.35   573.6  866.02   580.6  865.79   584.3  865.79      
   GR           586.1  865.79   593.8  864.94   601.8  862.97   609.3  862.54      
   GR           617.3  861.23   625.2  859.69   635.8  859.78   644.4  860.44      
   GR           652.4  861.88   659.5  863.30   666.0  865.03   672.4  865.36      
   GR           679.2  865.46   681.0  865.46   687.3  865.46   688.4  865.46      
   GR           696.5  863.39   704.9  863.39   715.1  865.26   722.6  865.79      
   GR           729.6  867.89   736.5  868.09   743.9  868.74   750.9  869.20      
   GR           754.6  871.01   783.8  873.67   797.3  874.91   828.1  876.40      
   GR           859.9  889.68   877.5  896.74   880.6  897.25   206.3  903.13      
   *       ----------------------------------------------------------------------- 
   *          Mannings N-values and Break Points                                   
   *           Left  Bank  Main Channl   Right Bank                                
   N             0.058        0.045        0.060                                   
   SA                   513.1        754.6                                         
   *           BRTYPE  BRWDTH   EMBSS  EMBELV                                      
   CD               3     170     2.5  906.75                                      
   *       ----------------------------------------------------------------------- 
   *          PW Data (Elevation-Width Pairs)                                      
   PW 0        865.46   3.0    865.79   3.0    865.79   6.0    873.67   6.0        
   PW          873.67   9.0    873.92   9.0    873.92  12.0    875.24  12.0        
   PW          875.24  15.0    884.73  15.0    884.73  18.0    892.06  18.0        
   PW          892.06  18.3    892.72  18.3    892.72  18.5    893.38  18.5        
   PW          893.38  18.8    894.24  18.8    894.24  19.0    895.19  19.0        
   PW          895.19  19.3    896.10  19.3    896.10  19.5                        
   *                                                                               
   *                                     XLKQ    XRKQ                              
   * KD            *       *       *                                               
   *    NOTE: Values of XLKQ and XRKQ are location of LEW and REW at the bridge    
   *           section (respectively) projected up to Approach Section using the   
   *           station of LTB in both sections as a common reference point.        
   *       ======================================================================= 

 *** FINISH PROCESSING CROSS SECTION - "BRIDG"
 *** CROSS SECTION "BRIDG" WRITTEN TO DISK, RECORD NO. =  3

 --- DATA SUMMARY FOR SECID "BRIDG" AT SRD =      0.  ERR-CODE =      0

      SKEW     IHFNO    VSLOPE        EK        CK
       0.0        0. *********      0.50      0.00

 X-Y COORDINATE PAIRS  (NGP =  56):
        X      Y          X      Y          X      Y          X      Y
     206.3  903.13     207.4  901.66     246.7  891.12     301.3  884.73
     348.0  876.23     397.8  875.24     449.4  875.24     494.3  873.92
     510.1  873.78     513.1  871.07     513.3  868.97     518.4  868.55
     523.7  868.64     528.9  867.66     535.4  867.33     540.6  867.00
     545.9  867.00     551.3  866.90     556.6  867.23     561.8  867.33
     567.3  866.35     573.6  866.02     580.6  865.79     584.3  865.79
     586.1  865.79     593.8  864.94     601.8  862.97     609.3  862.54
     617.3  861.23     625.2  859.69     635.8  859.78     644.4  860.44
     652.4  861.88     659.5  863.30     666.0  865.03     672.4  865.36
     679.2  865.46     681.0  865.46     687.3  865.46     688.4  865.46
     696.5  863.39     704.9  863.39     715.1  865.26     722.6  865.79
     729.6  867.89     736.5  868.09     743.9  868.74     750.9  869.20
     754.6  871.01     783.8  873.67     797.3  874.91     828.1  876.40
     859.9  889.68     877.5  896.74     880.6  897.25     206.3  903.13

  X-Y MAX-MIN POINTS:
      XMIN       Y         X    YMIN      XMAX       Y         X    YMAX
     206.3  903.13     625.2  859.69     880.6  897.25     206.3  903.13

 SUBAREA BREAKPOINTS (NSA =  3):
         513.    755.

 ROUGHNESS COEFFICIENTS (NSA =  3):
         0.058   0.045   0.060

 BRIDGE PARAMETERS:
  BRTYPE  BRWDTH     LSEL  USERCD  EMBSS   EMBELV  ABSLPL  ABSLPR
     3     170.0   897.46 *******   2.50   906.75 ******* *******

 PIER DATA:  NPW = 23    PPCD = 0.
      PELV  PWDTH      PELV  PWDTH      PELV  PWDTH      PELV  PWDTH
     865.46   3.0     865.79   3.0     865.79   6.0     873.67   6.0
     873.67   9.0     873.92   9.0     873.92  12.0     875.24  12.0
     875.24  15.0     884.73  15.0     884.73  18.0     892.06  18.0
     892.06  18.3     892.72  18.3     892.72  18.5     893.38  18.5
     893.38  18.8     894.24  18.8     894.24  19.0     895.19  19.0
     895.19  19.3     896.10  19.3     896.10  19.5
1
 WSPRO         FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
 V060188           MODEL  FOR  WATER-SURFACE  PROFILE  COMPUTATIONS

          Structure No: F-218                       File: F-218\wsp_prel.dat   
          Cedar River on U.S. Route 218             Orig: 09/05/2000 PHR       
          Bremer IA County, Missouri              Update:                      
            *** RUN DATE & TIME: 09-05-2000  01:44

 *** START PROCESSING CROSS SECTION - "SPURD"
   SD   SPURD     300       1                                                      
   *              SRD    SDtype                                                    
   *       SPUR DIKE SECTION (Upstream Channel)                                    
   *          REMARKS: This section was established to acknowledge a spur dike     
   *           in the U/S channel.  A lateral spur dike extends from the bluff     
   *           to the left bank, and is approximately 4 feet higher than the left  
   *           floodplain.  Channel data was acquired from an ADCP cross-section   
   *           taken at the U/S end of the Spur Dike.                              
   *                                                                               
   *          GR Data (X-Y Coordinate Pairs)                                       
   GR           130.9  905.00   205.9  876.91   356.3  876.68   450.7  877.01      
   GR           536.2  875.91   544.7  866.45   551.8  866.45   558.7  866.58      
   GR           565.5  865.69   571.9  864.71   578.3  864.80   584.2  864.61      
   GR           589.9  864.61   595.6  864.05   601.5  863.82   606.9  863.49      
   GR           612.5  863.16   618.3  862.97   624.7  861.98   631.2  862.54      
   GR           637.6  862.41   644.4  862.31   651.2  861.88   659.4  862.54      
   GR           665.6  861.75   671.3  861.56   676.1  862.31   681.3  862.08      
   GR           686.8  861.98   692.0  861.10   696.7  862.84   701.3  863.07      
   GR           705.2  862.41   708.7  861.43   712.2  860.57   715.7  860.57      
   GR           719.5  861.56   723.5  861.23   728.2  861.88   732.6  861.00      
   GR           736.8  860.57   740.6  861.43   744.6  862.54   749.1  862.64      
   GR           753.8  862.21   759.3  862.97   763.4  862.74   767.5  862.21      
   GR           772.2  861.56   777.3  862.64   782.7  862.74   788.0  862.74      
   GR           794.1  862.74   800.3  862.64   806.6  862.64   813.8  861.23      
   GR           820.4  861.65   827.1  862.84   835.3  874.06   902.7  875.03      
   GR           945.2  889.52                                                      
   *       ----------------------------------------------------------------------- 
   *          Left Fldpln-- IDOT berm composed of cobbles and moderate grasses.    
   *              Channel-- Wide sand channel.                                     
   *          Rght Fldpln-- Spur dike protected with cobble and boulder size       
   *                        riprap and tall grasses on top of the dike.            
   *                                                                               
   *          Mannings N-values and Break Points                                   
   *          Left FldPln  Main Channl  Rght FldPln                                
   N          0.110 0.065  0.040 0.045  0.075 0.070                                
   ND          1.0   2.0    2.0  10.0    1.0   2.5                                 
   SA                    536.         835.                                         
   *       ======================================================================= 

 *** FINISH PROCESSING CROSS SECTION - "SPURD"
 *** CROSS SECTION "SPURD" WRITTEN TO DISK, RECORD NO. =  4

 --- DATA SUMMARY FOR SECID "SPURD" AT SRD =    300.  ERR-CODE =      0

      SKEW     IHFNO    VSLOPE        EK        CK
       0.0        0. *********      0.50      0.00

 X-Y COORDINATE PAIRS  (NGP =  61):
        X      Y          X      Y          X      Y          X      Y
     130.9  905.00     205.9  876.91     356.3  876.68     450.7  877.01
     536.2  875.91     544.7  866.45     551.8  866.45     558.7  866.58
     565.5  865.69     571.9  864.71     578.3  864.80     584.2  864.61
     589.9  864.61     595.6  864.05     601.5  863.82     606.9  863.49
     612.5  863.16     618.3  862.97     624.7  861.98     631.2  862.54
     637.6  862.41     644.4  862.31     651.2  861.88     659.4  862.54
     665.6  861.75     671.3  861.56     676.1  862.31     681.3  862.08
     686.8  861.98     692.0  861.10     696.7  862.84     701.3  863.07
     705.2  862.41     708.7  861.43     712.2  860.57     715.7  860.57
     719.5  861.56     723.5  861.23     728.2  861.88     732.6  861.00
     736.8  860.57     740.6  861.43     744.6  862.54     749.1  862.64
     753.8  862.21     759.3  862.97     763.4  862.74     767.5  862.21
     772.2  861.56     777.3  862.64     782.7  862.74     788.0  862.74
     794.1  862.74     800.3  862.64     806.6  862.64     813.8  861.23
     820.4  861.65     827.1  862.84     835.3  874.06     902.7  875.03
     945.2  889.52

  X-Y MAX-MIN POINTS:
      XMIN       Y         X    YMIN      XMAX       Y         X    YMAX
     130.9  905.00     712.2  860.57     945.2  889.52     130.9  905.00

 SUBAREA BREAKPOINTS (NSA =  3):
         536.    835.

 ROUGHNESS DEPTHS (NRD =  2):
 BOT:     1.00    2.00    1.00
 TOP:     2.00   10.00    2.50

 ROUGHNESS COEFFICIENTS (NSA =  3):
 BOT:    0.110   0.040   0.075
 TOP:    0.065   0.045   0.070

 SPUR DIKE DATA:  SDTYPE  OFFSET  DESOFF
                      1. ******* *******
1
 WSPRO         FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
 V060188           MODEL  FOR  WATER-SURFACE  PROFILE  COMPUTATIONS

          Structure No: F-218                       File: F-218\wsp_prel.dat   
          Cedar River on U.S. Route 218             Orig: 09/05/2000 PHR       
          Bremer IA County, Missouri              Update:                      
            *** RUN DATE & TIME: 09-05-2000  01:44

 *** START PROCESSING CROSS SECTION - " APPR"
   AS    APPR     850       0                                                      
   *              SRD    Skew                                                      
   *       APPROACH SECTION (Upstream Channel)                                     
   *          REMARKS: Data for APPR section is the floodplain data taken          
   *           approximately one bridge-length upstream of the bridge.  The        
   *           channel data was acquired from an ADCP approximately one bridge     
   *           length U/S of the bridge. This section was shifted by the slope     
   *           to the location of the SRD.                                         
   *                                                                               
   *          GR Data (X-Y Coordinate Pairs)                                       
   GR            20.0  905.00    69.8  887.22    94.5  875.28   146.4  874.29      
   GR           188.4  875.73   229.3  874.79   310.6  874.88   379.2  873.34      
   GR           430.9  874.24   491.8  877.02   532.6  877.16   561.2  876.64      
   GR           581.2  869.20   581.5  869.20   583.5  869.07   586.0  868.97      
   GR           587.8  868.97   589.8  868.87   591.8  868.64   594.8  868.64      
   GR           598.3  868.87   602.5  869.07   606.3  869.40   610.1  869.73      
   GR           613.5  869.96   616.6  869.63   619.9  869.20   623.0  868.74      
   GR           625.9  868.74   628.6  868.87   631.5  868.32   634.7  867.43      
   GR           638.3  866.77   642.3  866.67   646.5  866.90   651.5  866.25      
   GR           656.1  866.35   660.8  866.35   665.8  866.45   670.8  865.79      
   GR           675.9  866.67   681.1  866.77   688.3  867.00   694.5  866.77      
   GR           701.7  866.67   709.1  866.77   716.6  867.23   723.9  867.23      
   GR           731.4  867.23   738.8  867.33   746.5  867.33   754.0  867.76      
   GR           761.6  868.09   768.9  868.64   775.5  867.99   782.7  868.09      
   GR           790.2  867.76   797.1  867.23   803.7  866.02   809.9  865.36      
   GR           815.8  865.36   821.7  865.26   827.5  865.03   832.7  864.94      
   GR           839.8  864.38   845.3  864.28   850.0  863.95   854.5  863.72      
   GR           858.3  863.95   862.2  863.72   866.0  863.49   868.7  864.38      
   GR           871.5  868.41   931.8  876.85   977.1  879.02  1023.6  877.94      
   GR          1061.7  877.14  1075.3  874.71  1124.8  875.38  1162.8  890.76      
   GR          1184.3  889.31  1454.1  887.83  1542.4  883.69  1649.4  881.04      
   GR          1665.1  879.55  1691.7  876.85  1706.7  876.25  1749.8  880.76      
   GR          1799.8  900.00                                                      
   *       ----------------------------------------------------------------------- 
   *          Left Fldpln-- Thick timber interspersed with fallen timber and       
   *                        some woody debris.                                     
   *              Channel-- Wide sand channel.                                     
   *          Rght Fldpln-- Thick timber interspersed with fallen timber and       
   *                        some woody debris.                                     
   *                                                                               
   *          Mannings N-values and Break Points                                   
   *          Left FldPln  Main Channl  Rght FldPln                                
   N          0.150 0.170  0.035 0.045  0.150 0.170                                
   ND          2.0   5.0    2.0  10.0    2.0   5.0                                 
   SA                    561.         932.                                         
   *       ======================================================================= 
   EX                                                                              

 *** FINISH PROCESSING CROSS SECTION - " APPR"
 *** CROSS SECTION " APPR" WRITTEN TO DISK, RECORD NO. =  5

 --- DATA SUMMARY FOR SECID " APPR" AT SRD =    850.  ERR-CODE =      0

      SKEW     IHFNO    VSLOPE        EK        CK
       0.0        0. *********      0.50      0.00

 X-Y COORDINATE PAIRS  (NGP =  89):
        X      Y          X      Y          X      Y          X      Y
      20.0  905.00      69.8  887.22      94.5  875.28     146.4  874.29
     188.4  875.73     229.3  874.79     310.6  874.88     379.2  873.34
     430.9  874.24     491.8  877.02     532.6  877.16     561.2  876.64
     581.2  869.20     581.5  869.20     583.5  869.07     586.0  868.97
     587.8  868.97     589.8  868.87     591.8  868.64     594.8  868.64
     598.3  868.87     602.5  869.07     606.3  869.40     610.1  869.73
     613.5  869.96     616.6  869.63     619.9  869.20     623.0  868.74
     625.9  868.74     628.6  868.87     631.5  868.32     634.7  867.43
     638.3  866.77     642.3  866.67     646.5  866.90     651.5  866.25
     656.1  866.35     660.8  866.35     665.8  866.45     670.8  865.79
     675.9  866.67     681.1  866.77     688.3  867.00     694.5  866.77
     701.7  866.67     709.1  866.77     716.6  867.23     723.9  867.23
     731.4  867.23     738.8  867.33     746.5  867.33     754.0  867.76
     761.6  868.09     768.9  868.64     775.5  867.99     782.7  868.09
     790.2  867.76     797.1  867.23     803.7  866.02     809.9  865.36
     815.8  865.36     821.7  865.26     827.5  865.03     832.7  864.94
     839.8  864.38     845.3  864.28     850.0  863.95     854.5  863.72
     858.3  863.95     862.2  863.72     866.0  863.49     868.7  864.38
     871.5  868.41     931.8  876.85     977.1  879.02    1023.6  877.94
    1061.7  877.14    1075.3  874.71    1124.8  875.38    1162.8  890.76
    1184.3  889.31    1454.1  887.83    1542.4  883.69    1649.4  881.04
    1665.1  879.55    1691.7  876.85    1706.7  876.25    1749.8  880.76
    1799.8  900.00

  X-Y MAX-MIN POINTS:
      XMIN       Y         X    YMIN      XMAX       Y         X    YMAX
      20.0  905.00     866.0  863.49    1799.8  900.00      20.0  905.00

 SUBAREA BREAKPOINTS (NSA =  3):
         561.    932.

 ROUGHNESS DEPTHS (NRD =  2):
 BOT:     2.00    2.00    2.00
 TOP:     5.00   10.00    5.00

 ROUGHNESS COEFFICIENTS (NSA =  3):
 BOT:    0.150   0.035   0.150
 TOP:    0.170   0.045   0.170

 BRIDGE PROJECTION DATA:  XREFLT  XREFRT  FDSTLT  FDSTRT
                         ******* ******* ******* *******

 +++ BEGINNING PROFILE CALCULATIONS --   1
1
 WSPRO         FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
 V060188           MODEL  FOR  WATER-SURFACE  PROFILE  COMPUTATIONS

          Structure No: F-218                       File: F-218\wsp_prel.dat   
          Cedar River on U.S. Route 218             Orig: 09/05/2000 PHR       
          Bremer IA County, Missouri              Update:                      
            *** RUN DATE & TIME: 09-05-2000  01:44

  XSID:CODE   SRDL    LEW     AREA   VHD    HF     EGL    CRWS       Q    WSEL
        SRD   FLEN    REW        K  ALPH    HO     ERR     FR#     VEL

  EXIT:XS   ******   497.    7393.  0.61 *****  884.98  873.40  34000.  884.37
      -679. ******  1147. 1601422.  1.85 ***** *******    0.33    4.60

 FULLV:FV     679.   340.    8334.  0.47  0.32  885.30 *******  34000.  884.84
         0.   679.  1153. 1538864.  1.80  0.00    0.00    0.30    4.08
          <<<<<THE ABOVE RESULTS REFLECT "NORMAL" (UNCONSTRICTED) FLOW>>>>>

  APPR:AS     850.    74.   14146.  0.25  0.38  885.68 *******  34000.  885.43
       850.   850.  1762. 1682816.  2.84  0.00    0.00    0.22    2.40
          <<<<<THE ABOVE RESULTS REFLECT "NORMAL" (UNCONSTRICTED) FLOW>>>>>

             <<<<<RESULTS REFLECTING THE CONSTRICTED FLOW FOLLOW>>>>>

  XSID:CODE   SRDL    LEW     AREA   VHD    HF     EGL    CRWS       Q    WSEL
        SRD   FLEN    REW        K  ALPH    HO     ERR     FR#     VEL

 BRIDG:BR     679.   299.    7568.  0.31  0.34  885.32  873.76  34000.  885.00
         0.   679.   849. 1457393.  1.00  0.00    0.00    0.21    4.49

      TYPE PPCD FLOW      C    P/A    LSEL   BLEN   XLAB   XRAB
        3.   0.   1.  1.000  0.028  897.46 ****** ****** ******

  XSID:CODE   SRDL    LEW     AREA   VHD    HF     EGL    CRWS       Q    WSEL
        SRD   FLEN    REW        K  ALPH    HO     ERR     FR#     VEL

 SPURD:SD     130.   184.   10381.  0.24  0.05  885.49  870.46  34000.  885.25
       300.   130.   933. 2024487.  1.44 *****    0.00    0.19    3.28

  XSID:CODE   SRDL    LEW     AREA   VHD    HF     EGL    CRWS       Q    WSEL
        SRD   FLEN    REW        K  ALPH    HO     ERR     FR#     VEL

  APPR:AS     550.    73.   14259.  0.25  0.27  885.76  874.41  34000.  885.51
       850.   578.  1762. 1698764.  2.84  0.12   -0.02    0.22    2.38

        M(G)   M(K)       KQ   XLKQ   XRKQ    OTEL
       0.675  0.130 1480516.   402.   951.   885.24

                      <<<<<END OF BRIDGE COMPUTATIONS>>>>>
   ER                                                                              

1  NORMAL  END  OF  WSPRO  EXECUTION.