----- Original Message ----- 
    
    
    Sent: Sunday, November 13, 2005 6:03 
    PM
    Subject: Re: [PSUBS-MAILIST] Re: 
    Variable Ballast Calculations, Rick M
    
    Hi Joe.
     
    I agree with Rick. I would like to add though, 
    that some subs only have one set of tanks.
     
    The ideal situation would be to have 
    both soft and hard ballast tanks of course, 
    but some 
     
    designs just use one set. Sometimes 
    the soft ballast is not only used as soft 
    ballast, but 
     
    is also used instead of hard 
    ballast for trimming too. Some ambient subs such as the 
     
    silent runner 2 just use the air bubble in the 
    ambient cockpit as a ballast tank. That means
     
    the cockpit interior upper bubble 
     functions as a single ballast tank for the whole sub.
     
    I believe what Rick was trying to tell you is 
    what the different TERMS "soft ballast tank" and 
     
    "hard ballast tank" meant. He already explained 
    the primary function of the soft tank for freeboard 
     
    purposes, and the primary function of the hard 
    tank is usually for trimming the boat. That is 
     
    the difference between the two TERMS so that 
    everyone knows what they mean and what each
     
    other is talking about when we say soft or hard 
    tanks. But it does not mean that a sub always has 
     
    to have both sets. Like the silent runner 2 it 
    could just have ONE single ballast tank. The explaination 
    Rick
     
    told you was like term descriptive meaning 
    purposes, it did not mean all designs have to have both or
     
    even that they have to fullfill ONLY what would 
    be their normal primary function. 
     
    Did that help?
     
    Bill.
     
     
     
    
      
      
      Sent: Sunday, November 13, 2005 7:28 
      PM
      Subject: Re: [PSUBS-MAILIST] Re: 
      Variable Ballast Calculations, Rick M
      
      joe 
       
          the concept is 
      easy
       
      soft ballst used on the surface to provide 
      additional boyancy for safe operationand crew egerss. the sub 
      with these tanks flooded flooded will still have a slight 
      positive boyancy
       
      hard ballast used to provide negative boyancy 
      and depth control. normally much smaller then soft ballast 
      tanks.
       
      this is where it gets confusing hard ballast 
      can be either a hard tank ie able to withstand full working pressure 
      or  a soft design that is open to the sea at all times and only has 
      to withstand 2psi pressure
       
      rick m
      
        ----- Original Message ----- 
        
        
        Sent: Sunday, November 13, 2005 
        3:49 PM
        Subject: [PSUBS-MAILIST] Re: 
        Variable Ballast Calculations, Rick M
        
        
        Rick,
            "the tanks they are 
        refering to are the soft ballast tanks.
        which does not effect submerged 
        displacement"
        Now I'm confused again. Just when I think I 
        have a concept down, bang along comes a problem. It's been a long day 
        for me, I need to take a break and review terms again later. I can't 
        possibly do the math now, info overload!
        I will review what you're trying to tell me 
        when I have a clear mind again.
        Thanks
        Joe
         
        
        
          
          From: "rick miller" 
          <rickm@pegasuscontrols.com>
Reply-To: 
          personal_submersibles@psubs.org
To: 
          <personal_submersibles@psubs.org>
Subject: Re: 
          [PSUBS-MAILIST] Re Variable Ballast Calculations
Date: Sun, 
          13 Nov 2005 15:34:22 -0800
          
          joe 
           
              the tanks they are 
          refering to are the soft ballast tanks.
          which does not effect submerged 
          displacement, they effect surface displacement. soft ballast is 
          normally free flooding
          the only time they effect submerged 
          displacement is durring emergency blow. but due to the large quantity 
          of air require to do this and the chance of an uncontrolled accent 
          this is not thee prefered method of operation. 
           
              lets look at what is 
          happening in the soft ballast tanks if you want to use them for a 
          controlled accent , for ease of the numbers we will use an accent for 
          66 ft or 3 atm absolute. fixed factors accent raate is basesd 
          upon drag and the positive displacement. we will use an accent 
          rate of 60 ft /min and a positive displacement of 128 or 2 
          ft^3.
          durring the first thirty three foot 
          rise you will have to vent 1 ft^3 of air thru an oriface/ 
          valve with a differential pressure. in  most tank 
          designs this space would be approx 1 inch allowing for a differential 
          pressure of .03 psi ie a really shitty flow rate.
           
              for the next thirty 
          three feet of rise you will need to vent off 2 cf of air , while 
          the  air density has decreased the flow is not linear based 
          sloely on density 
           
              so you would have 
          to throttle the vent valves in order to made any kind of 
          controlled accent. this could be done using control valves and a 
          pid controller incorporated in a plc.but that waywould increase costs 
          dramatically. 
           
              the cheapest way to 
          accomplise this is to use a small trim tank open at the bottom that 
          has only the capacity to give a small quanity of positive 
          displacement. as the air in it expands it will just blow out the 
          bottom. this method will using more air the a sealed trim tank if you 
          are planing multiple accents and decents durring a dive but eliminates 
          the need of a high preesure tank and control system for the water 
          intake valve. although it would require a crew wiegh in to establish 
          basic trim. 
           
              a standard scuba tank 
          is 80 cf a 3000 psi/200 bar. assuming a full tank at 1000 ft or 
          500 psi abient pressure. you will have a reserve lift capacity 
          of
           
          tanks size = .4 cf
          volume air 80 cf air compressed to five 
          hundred pai ==2.35 cf
          an available air supply of 1.95 cf or 125 
          lbs of lift.
           
          the formula is p1v1=p2v2
          size of tank 
          80*14.7=3000x
          80*14.7/3000=x
          .392= x
           
           
          3000*.4=500*x
           
          (3000*.4)/500=x
          x=2.4 cf total airremember the air that 
          will stay in the scuba tank
          2.4-.4 = 2 cf of available 
          air.
           
          rick miller
           
           Original Message ----- 
          
            
            
            Sent: Sunday, November 13, 2005 
            1:28 PM
            Subject: Re: [PSUBS-MAILIST] Re 
            Variable Ballast Calculations
            
            
            
            
            Rick,
            I had read in the NAVPERS manual for fleet boats, that a 
            submarine does precisely that to submerge, (reduce displacement by 
            flooding the tanks).
            As for practicality, well this is all just math for now. 
            Incidentally, I am not using terms correctly in these posts, ie 
            hard, variable, soft ballast.
             
            Thanks
            Joe
            
              
              From: "rick miller" <rickm@pegasuscontrols.com>
Reply-To: 
              personal_submersibles@psubs.org
To: 
              <personal_submersibles@psubs.org>
Subject: Re: 
              [PSUBS-MAILIST] Re Variable Ballast Calculations
Date: 
              Sun, 13 Nov 2005 12:16:22 -0800
              
              joe
                  you dont reduce 
              displacement by adding water. displacement = the total volume of 
              all non free flooding  spaces.
               
              the introduction of large internal 
              ballast tanks  creates a sinificant engineering problem and a 
              possible piont of flooding for the passenger spaces. most hard 
              tanks are hard to inspect for corrosion. not to try to rain on 
              your parade, the kiss pricipal seems to be the way to go here, if 
              you ever want to get in the water. 
              rick 
            m
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