Recent content by ialan731

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    Find H for Water Stream | V=155.8828 cm^3/g & 1000 kPa

    I don't know. I'm not getting what you're saying, and I've asked people. Can you post the number so that I can see where you got it from? I'm looking at the saturated table and I found where P is, but it doesn't coincide with the given v. How would you get h from there even if it did?
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    Find H for Water Stream | V=155.8828 cm^3/g & 1000 kPa

    Is it directly from the table? Do we use pv=nRT to get t and then h from the table?
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    Find H for Water Stream | V=155.8828 cm^3/g & 1000 kPa

    That's what I thought, but we aren't given temperature so how do we know if it's superheated or or super-saturated or what-not? It seems like there is a lot of missing information that you need to solve with the steam table. I was thinking of using the equation h=u+pv and assuming u=0 because it...
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    Find H for Water Stream | V=155.8828 cm^3/g & 1000 kPa

    Homework Statement Determine H for a water stream with V=155.8828 cm^3/g at 1000 kPa. Homework EquationsThe Attempt at a Solution I was thinking of using a steam table and finding the H from there, but it would have to be a water steam, not stream. Is there any other way of doing it? I feel...
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    Chemical Process Calculations, or Material Balances Question

    All of the related work is in the attachment. If you could please help it would be really appreciated. I've asked a bunch of people in my class, and they're confused also. Thanks in advance!
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    Plotting to Get a Straight Line

    So it would be just log(-b/x)
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    Plotting to Get a Straight Line

    The answer for a was given. I was looking at it so that I could get an idea as to how to complete the problem, but I don't see how they got it.
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    Plotting to Get a Straight Line

    Homework Statement State what you would plot to get a straight line if experimental (x,y) data are to be correlated by the following relations, and what the slopes and intercepts would be in terms of the relation parameters. If you could equally well use two different kinds of plots...
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    Calc III/ Diffeq Without Calc II

    Hey Everyone! So basically my question is if it's possible to take calc III or Diffeq without having taken Calc II. I know a decent amount of Calc II but I'm not 100% sure of everything that it covers. If it would be possible, which class would be easier? I know that it definitely depends on...
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    Matlab Programming(Need help with the last couple of details)

    I have to use the Taylor series so it's not just the derivative. And okay, will do.
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    Matlab Programming(Need help with the last couple of details)

    But doesn't the equation call for a factorial? How else would it be done?
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    Matlab Programming(Need help with the last couple of details)

    Oh so I would have to write out the factorial instead of simply putting !.
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    Matlab Programming(Need help with the last couple of details)

    It's that simple? Wow I was looking for at least an hour, and I couldn't find the issue. Thank you so much!
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