ANSWER:
EXPLANATION:
AS per question
☆ This question is very difficult to find it analytically so we will solve by using matlab.
☆ Formula used in, is in the form of logarithm type. By taking antilog to both sides we get
Code for Q.1)
>> dt = 0.01;
>> x = 273:dt:308;
>> y = exp(-139.34411 + 1.5757501*10.^5*x.^-1 - 6.642308*10.^7*x.^-2 + 1.243800*10.^10*x.^-3 - 8.621949*10.^11*x.^-4);
>> plot(x,y)
>> xlabel('Absolute Temperature (K) ')
>> ylabel('osf (mg/liter)')
>> grid on
☆☆ The graph we will get is
☆ Now we have to obtain a value Temperature at which osf = 10 mg/mites
For this code is
>> [difference, index_At_y_Equals_10] = min(abs(y-10))
>> x10 = x(index_At_y_Equals_10)
☆ The value of x will be 288.54 K.
☆ remember we had taken temperature as 'x' and osf as 'y' in matlab.
Temperature = 288.5400 K
☆ For Q.2)
We will plot the graph by increasing the range. We take the value of temperature from 273 to 800K
>> dt = 0.01;
>> x = 273:dt:800;
>> y = exp(-139.34411 + 1.5757501*10.^5*x.^-1 - 6.642308*10.^7*x.^-2 + 1.243800*10.^10*x.^-3 - 8.621949*10.^11*x.^-4);
>> plot(x,y)
>> xlabel('Absolute Temperature (K) ')
>> ylabel('osf (mg/liter)')
>> grid on
☆ We can see the graph
☆ In graph, the function will never cut the x-axis at all, so we can say that no matter how much will be the magnitude of Temperatue the dissolved oxygen will never 0.
or we can check by MATLAB
add this line in addition to above code.
>> zero = yzero(y, 1000)
☆ The result will be
'undefined function'
☆ Here we write the 1000 because it had asked for initial guess, as we can see the graph the function y will cut the x-axis at infinity.
☆ So, we had choose x = 1000.
The saturation concentration of dissolved oxygen in freshwater can be calculated with the equation, ln Osf...
The saturation concentration of dissolved oxygen in freshwater can be calculated with the equation: In osf - -139.34411 +1.575701 x 10-6.642308 x 101.243800 x 1010 1-8.621949 x 10" 10101-8.621949 x 10 1 where, osf is the saturation concentration of dissolved oxygen in freshwater at I atm ( osf is in mg/liter); and Ta absolute temperature (K). According to this equation, saturation decreases with increasing temperature. For typical natural waters, the oxygen concentration ranges from 14.621 mg/liter at 0°C (273 K)...
Need the solution in Matlab MU UUNIUI) in the tex the same initial guesses as in (b). (5.9) The saturation concentration of dissolved oxygen in freshwater can be calculated with the equation 1.575701 x 105 In 03 = -139.34411 + 5 6.642308 x 107 1.243800 x 1010 + 72 8.621949 x 1011 where Oss = the saturation concentration of dissolved oxy- gen in freshwater at 1 atm (mg L-'); and T, = absolute temperature (K). Remember that Ta = 1...
I need the Matlab code please. Problem Statement #2: ds (c) using the To the same initial guesses as in (b). 5.9) The saturation concentration of dissolved oxygen in freshwater can be calculated with the equation 1.575701 x 105 In of =-139.3441144 20 34411 + - Ta where mum const! of the 1.243800 x 100 6.642308 x 107 1 = 1 72 8.621949 x 1011 Deva ks = 5.12 car where Oxf = the saturation concentration of dissolved oxy- gen...
matlab please TABLE P15.5 Dissolved oxygen concentration in water as a function of temperature (°C) and chloride concentration (O/L). Dissolved Oxygen (mg/L) for Temperature (C) and Concentration of Chloride (g/L) C=Og/L c=10 g/l c=20 g/L 14.6 12.9 11.4 12.8 11.3 10.3 11.3 10.1 8.96 10.1 9.03 8.08 9.09 8.17 7.35 8.26 7.46 6.73 6.85 6.20 1.56 the percent relative error for your prediction. Explain pos sible causes for the discrepancy. 15.7 As compared with the models from Probs. 15.5 and...
the equilibrium concentration of dissolved oxygen jn mg/L in Lake Titicaca. The elevation is 3.850 m (atmospheric pressure = 0.62 atm)? Assume T-20 °C and K 0.62 atm)? Assume T-20 °C and Kn730 atm-L/mol. What would the concentration be with the same temperature at sea level? Explain the significance of this equation for a) developing and b) developed countries: 1 - (P)(A)(T)
QUESTION 3 a) After a point of wastewater discharge, the dissolved oxygen (DO) concentration is found as 83.33% of the saturation DO. The remaining BOD after 5 days at the point of discharge is 10.13 mg/L. The BOD rate constant determined in the laboratory under standard conditions is 0.115/day. The saturation DO concentration in the river water is 9 mg/L. The deoxygenation and the reaeration rate coefficients are 0.25/day and 0.45/day, respectively. The river travels at a velocity of 0.12...