[>>>>>  IFC Gage Summary FQ QH Template  Ver. 6/27/16  <<<<<] 


[>>>>>  Site Summary Section <<<<<] 


Stream ID: [ex IowaR] 

River Mile: [ex 322.4]

Description: [ex US 69 over Iowa River, 1.5 Mi. S of Belmond]

Drainage Area: [ex 398 Sq Mi]


Hydrology Methodology:  [description as required]
                        [ex Gage Weighted AEPD Estimate]
                        [ex RRE estimate per SIR 2013-5086]     

Hydraulics Methodology:  [description as required]
                         [ex HEC-RAS Model]
                         [ex Valley Rating] 
                         
Datum:  [dataset datum and correlations]
        [ex NAVD88 IaRTN(2011)/GEOID12A (Project Datum)]
        [ex NGVD29 datum (+) 0.1 FT = Project Datum (Per NOAA VDatum v3.6) (Per CORPSCON v6) ]
        [ex Lidar Datum Correlation - IA Statewide Lidar NAVD88 (-) 0.4' = Project Datum ]
        [ex Design 155 Datum (+) 1069.75’ = Project Datum (approx) (Note bridge datum correlation if plans available)]


Site Development Status: [Complete - Dataset per RIDB Guidelines substantially complete]
                         [Partial - Note work not completed per RIDB Guidelines] 
                         [ex Complete.] 
  

Site Analysis File Location:  [Location of analysis files if not in RIDb dataset folder]
                              [ex BRF-069-7(30)—38-99   Proj Dir:  9906901008]  




[>>>>>  IFC Gage Summary Section <<<<<]  

Gage Data:  

  IFC Code: [Ex BEVRCRK01]

  IFC Id:   [Ex 5441] 

  Sensor Datum: [Elev of sensor, Ex 1001.11] 

  Rating Curve: [Rating curve file name, with offset as applicable] 
                [ex MainCh-Existing]
                [ex MainCh-Existing (+) 0.2 ft]

  Description:  [Gage description, sensor vertical measurement from reference point] 
                [ex Located upstream face CCS bridge between piers 1 and 2.  Sensor datum 3.28' below adjacent top of barrier rail (top of curb, etc.)]
 


[>>>>>  FQ Curve Section - Separate .csv file  <<<<<]  


;F,Q  
2,22
5,55
10,1010
25,2525
50,5050 
100,100100
200,200200
500,500500






[>>>>>  QH Curve Section - Separate .csv file  <<<<<]  
[       Note curve name in header section 


;Q,H,  MainCh-Existing
22,002.0
55,005.0
1010,010.0
2525,025.0
5050,050.0
100100,100.0
200200,200.0
500500,500.0