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Vikki [24]
4 years ago
12

In a study comparing banks in Germany and Great Britain, a sample of 145 matched pairs of banks was formed. Each pair contained

one bank from Germany and one from Great Britain. The pairings were made in such a way that the two members were as similar as possible in regards for factors like size and age. The ratio of total loans outstanding to total assets was calculated for each bank. For this ration, the sample mean difference (German – Great Britain) was 0.0518 and the sample standard deviation of the differences was 0.3055. Test, against a two sided alternative, the null hypothesis that the two population means are equal.
Engineering
1 answer:
elena55 [62]4 years ago
5 0

Answer:

The difference between the two population is mean

Explanation:

Let the population mean for Germany and Great Britain be represented by \mu_1 and \mu_2 respectively hence

Null hypothesis

H_o: \mu_1-\mu_2=0

Alternative hypothesis

H_1: \mu_1-\mu_2\neq 0

Taking \alpha=0.05  

s_d=0.3055

\bar d=\bar x-\bar y=0.0518

Sample size, n=145

Student’s t statistics is given by

t=\frac {\bar d \sqrt n}{s_d}=\frac {0.0518\times \sqrt 145}{0.3055}=2.042

From t table, t_{n-1,\alpha/2}=t_{144,0.025}=1.977

The decision rule is to reject null hypothesis if

\frac {\bar d \sqrt n}{s_d}>t_{n-1, \alpha/2}

Therefore, we reject the null hypothesis because the computed t value is more than critical value. We conclude that the difference between the two population is mean.

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Answer:

P_m_i_n = 442KPA

Explanation:

We are given:

m = 1.06Kg

T_H = 1.2T_L

T = 22kj

Therefore we need to find coefficient performance or the cycle

COP_R = \frac {1}{(T_R/T_l) -1}

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= 5

For the amount of heat absorbed:

Q_l = COP_R Wm

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For the amount of heat rejected:

Q_H = Q_L + W_m

= 110 + 22 = 132KJ

[tex[ q_H = \frac{Q_L}{m} [/tex];

= = \frac{132}{1.06}

= 124.5KJ

Using refrigerant table at hfg = 124.5KJ/Kg we have 69.5°c

Convert 69.5°c to K we have 342.5K

To find the minimum temperature:

T_L = \frac{T_H}{1.2};

T_L = \frac{342.5}{1.2}

= 285.4K

Convert to °C we have 12.4°C

From the refrigerant R -134a table at T_L = 12.4°c we have 442KPa

6 0
3 years ago
What is the average linear (seepage) velocity of water in an aquifer with a hydraulic conductivity of 6.9 x 10-4 m/s and porosit
jeka94

Answer:

a. 0.28

Explanation:

Given that

porosity =30%

hydraulic gradient = 0.0014

hydraulic conductivity = 6.9 x 10⁻4 m/s

We know that average linear velocity given as

v=\dfrac{K}{n_e}\dfrac{dh}{dl}

v=\dfrac{6.9\times 10^{-4}}{0.3}\times0.0014\ m/s

v=3.22\times 10^{-6}\ m/s

The velocity in m/d      ( 1 m/s =86400 m/d)

v= 0.27 m/d

So the nearest answer is 'a'.

a. 0.28

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3 years ago
Chad is working on a design that uses the pressure of steam to control a valve in order to increase water pressure in showers. W
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Answer:

C: Viscosity, the resistance to flow that fluids exhibit

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3 years ago
Instead of running blood through a single straight vessel for a distance of 2 mm, one mammalian species uses an array of 100 tin
Marina CMI [18]

Solution:

Given that :

Volume flow is, $Q_1 = 1000 \ mm^3/s$

So, $Q_2= \frac{1000}{100}=10 \ mm^3/s$

Therefore, the equation of a single straight vessel is given by

$F_{f_1}=\frac{8flQ_1^2}{\pi^2gd_1^5}$    ......................(i)

So there are 100 similar parallel pipes of the same cross section. Therefore, the equation for the area is

$\frac{\pi d_1^2}{4}=1000 \times\frac{\pi d_2^2}{4} $

or $d_1=10 \ d_2$

Now for parallel pipes

$H_{f_2}= (H_{f_2})_1= (H_{f_2})_2= .... = = (H_{f_2})_{10}=\frac{8flQ_2^2}{\pi^2 gd_2^5}$  ...........(ii)

Solving the equations (i) and (ii),

$\frac{H_{f_1}}{H_{f_2}}=\frac{\frac{8flQ_1^2}{\pi^2 gd_1^5}}{\frac{8flQ_2^2}{\pi^2 gd_2^5}}$

       $=\frac{Q_1^2}{Q_2^2}\times \frac{d_2^5}{d_1^5}$

       $=\frac{(1000)^2}{(10)^2}\times \frac{d_2^5}{(10d_2)^5}$

       $=\frac{10^6}{10^7}$

Therefore,

$\frac{H_{f_1}}{H_{f_2}}=\frac{1}{10}$

or $H_{f_2}=10 \ H_{f_1}$

Thus the answer is option A). 10

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