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{"sheet":"Instructions","index":0,"n_rows":106,"n_cols":2,"rows_kept":106,"cut":false,"hidden":false,"merged":[]}
["HOW TO USE THIS INLET SPACING WORKSHEET"]
[]
["PURPOSE"]
["This spreadsheet analyzes gutter flow and inlet interception using methods prescribed in the"]
["INDOT Design Manual, Sections 203.4.  It is intended to simplify the task of placing"]
["curb inlets on grade."]
[]
["HOW TO ENTER DATA"]
["There are a wide variety of variables what affect the performance of an inlet on grade."]
["This spreadsheet uses terminology and variable names which are mostly consistent with"]
["the Design Manual.  Thus, before using this spreadsheet it is recommended that the user"]
["review and be familiar with the Design Manual on computation methods, clogging, etc."]
[]
["Important Note:  This spread is intended to model only one line of inlets extending from a"]
["high point on the roadway profile to a sag point or other form of outlet, along one side of"]
["the roadway.  Thus, there could be several copies of this spreadsheet for a single project."]
["One idea for keeping the spreadsheets organized would be to rename each file to reflect"]
["the inlet numbers it contains."]
[]
[]
[]
["There are three areas where data input is allowed in this spreadsheet:"]
[]
["1.)  ","The first is at the top of the \"Computations\" worksheet, where the project data,"]
[null,"designer name, dates, etc. are filled out."]
[]
[null,"Most of the data in this section is self-explanatory, but there are a few items to"]
[null,"note:"]
[]
[null,"The \"Side\" data entry should indicate which side of the road the line of inlets is on."]
[null,"There is no set list of choices for this entry, but normally this would be something"]
[null,"like \"left,\" \"right,\" or \"median.\""]
[]
[null,"The rainfall data entry should be taken from the online NOAA Precipitation"]
[null,"Frequency Data Server and the data should reflect rainfall intensities for the"]
[null,"project location."]
[]
["2.) ","The second is on the \"Computations\" tab of this spreadsheet inside the box with"]
[null,"the bold red \"Data Entry Section\" header."]
[]
[null,"Each line in this section corresponds to a single inlet."]
[null,"Inlets must be entered in order from upstream to downstream."]
[]
[null," The data entry in this section has four parts:"]
[]
[null,"a.)  The first two columns are the inlet number and station."]
[]
[null,"b.)  The second section is the \"On-Site Area\" data which is used to compute the"]
[null,"roadway and adjacent area draining to the inlet, including sidewalks, etc. that"]
[null,"may drain towards the curbs.  The drainage area is computed based on the"]
[null,"stationing between inlets and the average width of the area draining to the"]
[null,"gutters."]
[]
[null,"If no other data is entered, the time of concentration is assumed to be 5 minutes."]
[]
[null,"c.)  The third section is the \"Off-Site Area\" which allows data entry for inflows from"]
[null,"parking lots, yards, etc. that are outside of the project limits.  This part may be left"]
[null,"blank if no off-site areas drain toward the roadway."]
[]
[null,"The area, C value and time of concentration should be detemined from outside"]
[null,"computations."]
[]
[null,"If a time of concentration of greater than 5 minutes is entered in this section, the"]
[null,"discharge is computed by computing the \"sum CA\" for the on- and off-site areas"]
[null,"and then applying a rainfall intensity determined from the off-site time of"]
[null,"concentration.  It should  be noted that this time of concentration is not transferred"]
[null,"to the next inlet downstream.  If there is no off-site inflow to the next inlet, the"]
[null,"time of concenration will be 5 minutes.  Otherwise, the it will be based on the"]
[null,"time of concenration of the off-site flows at that inlet.  The discharge at the inlet"]
[null,"will be computed based on the Rational Method for that time of concentraton"]
[null,"plus the upstream bypass flow which is assumed to be independent of time."]
[]
[null,"d.)  The fourth section of this section is the data for the roadway cross section,"]
[null,"slope and inlet type.  The inlet type should be selected from the drop-down list"]
[null,"that appears for that data entry column."]
[]
["3.)  ","The third data entry area is the \"Remarks\" column on the worksheet tab called"]
[null,"\"INDOT Table.\""]
[]
[null,"The \"INDOT Table\" tab contains the pre-defined design form provided in the IDM."]
[null,"The values in this table are filled in automatically as the data is filled in on the "]
[null,"Computations worksheet.  Thus, once the data has been entered, the user would "]
[null,"need only to fill in any needed comments."]
[]
[]
["RESULTS"]
["Once the design data has been filled into the first two data entry area describe above, the"]
["spreadsheet will automatically complete the gutter flow and inlet computations.  The results"]
["of these computations are shown in the box called \"Computation Section,\" just to the right"]
["of the data entry area."]
[]
[]
["SECRET TRICKS"]
["What if my line of inlets has more than 20 in it?"]
[]
["Well, maybe you will want to take some aspirin do deal with the headache that the roadway"]
["design project is creating for you, but otherwise, here is the recommended method for"]
["dealing with this:  "]
[]
["First, you don't need to modify the spreadsheet.  Rather, you can just start another one"]
["(spreadsheet 2) that starts with the next inlet after the last one in the first spreadsheet"]
[" (i.e. - number 1).  To do this, you would take the station of the last inlet in spreadsheet1"]
["and enter it into the \"High point\" data entry cell in spreadsheet 2.  You would also take the"]
["computed runby from the last inlet in spreadsheet 1 and enter it into cell AH16 in"]
["spreadsheet 2.  The discharge computation for the first inlet in spreadsheet 2 will grab that"]
["value and compute the correct discharge."]

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["DATA INPUT AND COMPUTATIONS PAGE",null,null,null,null,"(Table for INDOT submittal is on the following sheet)"]
[]
[null,"Des Number:  ",null,null,null,null,"Design Frequency:  ",100,"years",null,"Gutter n-value:  ",1.2999999999999999E-2,null,"Computed by:  "]
[null,"Project:  ",null,null,null,null,null,null,null,null,"(See Design Manual,",null,null,"Date: "]
[null,"Location:  ",null,null,null,null,"Enter Rainfall   ","Duration","Intensity",null,"Figure 203-4C)"]
[null,null,null,null,null,null,"from NOAA:  ","(min)","(in/hr)",null,null,null,null,"Checked by:  "]
[null,"Station of High Pt:  ",null,null,null,null,null,5,7.33,null,null,null,null,"Date: "]
[null,"Station of Low Pt:  ",null,null,null,null,null,10,5.66]
[null,"Side:  ",null,null,null,null,null,15,4.76,null,null,null,null,"Sheet",1,"of",1]
[null,null,null,null,null,null,null,30,3.3]
["DATA ENTRY SECTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COMPUTATION SECTION:",null,null,null,null,"(Do not enter data in this area)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Computations for frontal and side flow"]
[null,null,null,"On-Site Area",null,"Off-Site Area",null,null,"Slope of","Pavement","Gutter",null,null,null,null,null,null,null,null,null,null,null,null,null,"Splash-"]
[null,null,null,"Average",null,null,null,"Time of","P.G.","Cross","Cross","Gutter","Allowable",null,null,"Inlet",null,null,null,null,"Req'd",null,"Grate","Grate","Over","Flow","Frontal","Frontal","Frontal",null,"Side Flow","Side Flow","Total",null,null,null,null,null,null,"Frontal","Side"]
[null,"Inlet",null,"Width","Rational","DA","Rational","Conc.","(SL)","Slope (Sx)","Slope (Sw)","Width (w)","Spread","Inlet",null,"Drainage",null,"Intensity","Q","Spread","Convey-","Depth","Width","Length","Velocity","Velocity","Flow","Efficiency","Flow In","Side Flow","Efficiency","In","Flow In","Runby",null,null,null,null,null,"Flow Area","Flow Area"]
[null,"Number","Station","(feet)","C","(acres)","C","(min)","(ft/ft)","(ft/ft)","(ft/ft)","(feet)","(feet)","Type",null,"Area (ac)","CA","(in/hr)","(cfs)","(feet)","ance (K)","(feet)","(feet)","(feet)","(fps)","(fps)","(cfs)","(Rf)","(cfs)","(cfs)","(Rs)","(cfs)","(cfs)","(cfs)",null,null,"Sw / Sx","T/W","Eo","(sf)","(sf)"]
[]
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[]
["INLET SPACING COMPUTATION SHEET"]

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[]
[]
[null,"DATA ON INLET GRATES (this data is used)",null,null,null,null,null,null,null,null,null,"DATA ON INLET GRATES (NO CLOGGING):"]
[]
[null,null,"Width","Length","Vo",null,null,null,null,null,null,null,"Width","Length","Vo"]
[null,"Type","(feet)","(feet)","(fps)","Notes",null,null,null,null,null,"Type","(feet)","(feet)","(fps)"]
[null," "," "," "," ",null,null,null,null,null,null," "," "," "," "]
[null,3,0.01,2,0.01,"Side flow only"]
[null,5,1.7,{"$f":"N9/2","v":1.895},5.63,"model as clogged",null,null,null,null,null,5,1.7,3.79,8.5500000000000007,"curved"]
[null,6,1.33,{"$f":"N10/2","v":1.5},3.37,"model as clogged",null,null,null,null,null,6,1.33,3,5.72,"reticuline"]
[null,8,1.1299999999999999,1.8,5.54,"has cub box",null,null,null,null,null,8,1.1299999999999999,1.8,5.54,"curved"]
[null,10,1.1299999999999999,2.88,7.33,"has cub box",null,null,null,null,null,10,1.1299999999999999,2.88,7.33,"curved"]
[null,13,1.4,{"$f":"N13/2","v":1.24},2.87,"model as clogged",null,null,null,null,null,13,1.4,2.48,4.96,"reticuline"]
[null,14,1.21,{"$f":"N14/2","v":2.46},4.93,"model as clogged",null,null,null,null,null,14,1.21,4.92,8.36,"reticuline"]
[null,15,1.7,3.79,8.58,"has cub box",null,null,null,null,null,15,1.7,3.79,8.58,"curved"]
[null,"OS",1.58,{"$f":"N16/2","v":0.83499999999999996},3.44,"model as clogged",null,null,null,null,null,"OS",1.58,1.67,3.66,"reticuline"]
[null,"SQ",1.58,{"$f":"N17/2","v":0.79},3.31,"model as clogged",null,null,null,null,null,"SQ",1.58,1.58,3.5,"reticuline"]