9. Explain, in a couple of sentences, how an atom of nitrogen from N_2 gas gets incorporated into an organic molecule for use in making other nitrogen-containing molecules. Include key enzymes in this process. 10. What cofactor is essential for a transamination reaction, and what is the general role of that cofactor in a transamination reaction?

Total float equals Late finish time minus early start time. This is a measure of how long an activity can be delayed without affecting the project duration. It is calculated by subtracting the early start time from the late finish time. The correct option among the following is: Late finish time minus early start time.

Total float is a measure of how much an activity can be delayed without impacting the project completion date.

The float value can be either positive, negative, or zero. If the float value is zero, then it indicates that the activity is on the critical path.

The formula for total float is:

                                  Total Float = Late Finish Time – Early Start Time

Where, Late Finish Time is the latest possible finish time that an activity can be completed without delaying the project duration.

Early Start Time is the earliest possible start time that an activity can be started.

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Step-by-step explanation:

(4x + 5)(4x + 5) or (4x + 5)^2

The values of Δs = 0.919 kJ/kg K, ΔSsurr = 0.020 kJ/kg K and ΔSuniv = 0.939 kJ/kg K. It is a compressor, there is no heat transfer in the system, so q = 0.

P = 5/2 R

m = 3 kg/min

T1 = 70 + 273 = 343 K

T2 = 150 + 273 = 423 K

P1 = 100 kPa

P2 = 300 kPa

W = 6 kJ

Q = -W = -6 kJ

For a reversible process, we have for an ideal gas:

Δs = cp ln (T2/T1) - R ln (P2/P1)

Here, cp = 5/2 R

For air, R = 0.287 kJ/kg K

Part (a)

Δs = (5/2 × 0.287) ln (423/343) - 0.287 ln (300/100)

= 1.608 kJ/kg K - 0.689 kJ/kg K

= 0.919 kJ/kg K

Part (b)

ΔSsurr = -q/T

= -(-6)/293

= 0.020 kJ/kg K

Part (c)

ΔSuniv = Δs + ΔSsurr

= 0.919 + 0.020

= 0.939 kJ/kg K

Therefore, the values of Δs, ΔSsurr, and ΔSuniv are as follows:

Δs = 0.919 kJ/kg K

ΔSsurr = 0.020 kJ/kg K

ΔSuniv = 0.939 kJ/kg K

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Answer:

9

Step-by-step explanation:

[tex]h(5-2x) = x^2+3x+5 ---eq(1)[/tex]

To find h(3),

5 - 2x = 3

⇒ x = 1

sub in eq(1)

[tex]h(3) = 1^2+(3*1)+5\\\\[/tex]

h(3) = 9

If φ∗∣f∣ is differentiable for any differentiable real-valued function f, then φ is differentiable.

To prove that φ is differentiable, we'll use the fact that if φ∗∣f∣ is differentiable for any differentiable real-valued function f, then φ∗ is a continuous linear map between the spaces of differentiable functions.

Let's start by defining the spaces of differentiable functions involved in the statement:

We also have the pullback map φ∗: C∞(M2) → C∞(M1), which is defined as follows:

For any function f ∈ C∞(M2), φ∗(f) is the composition of f with φ. In other words, φ∗(f) = f ∘ φ.

Now, we are given that φ∗∣f∣ is differentiable for any differentiable real-valued function f. This means that φ∗: C∞(M2) → C∞(M1) is a continuous linear map.

We can make use of the fact that M2 is a finite-dimensional manifold. This implies that C∞(M2) is a finite-dimensional vector space.

Now, let's consider the linear map φ∗: C∞(M2) → C∞(M1). Since M2 is finite-dimensional, the dual space of C∞(M2), denoted as (C∞(M2))', is also finite-dimensional.

The dual space of C∞(M2) consists of all linear functionals on C∞(M2). In other words, (C∞(M2))' is the space of all linear maps from C∞(M2) to R (real numbers).

Since φ∗: C∞(M2) → C∞(M1) is a continuous linear map, it induces a dual map, denoted as (φ∗)': (C∞(M1))' → (C∞(M2))'.

However, the dual space of C∞(M1), which is denoted as (C∞(M1))', is also finite-dimensional. This is because M1 is a finite-dimensional manifold.

Now, we have two finite-dimensional vector spaces, (C∞(M1))' and (C∞(M2))', and a linear map (φ∗)': (C∞(M1))' → (C∞(M2))'. If a linear map between finite-dimensional vector spaces is continuous, it must be differentiable.

Therefore, we conclude that (φ∗)': (C∞(M1))' → (C∞(M2))' is differentiable. Since (φ∗)': (C∞(M1))' → (C∞(M2))' corresponds to the map φ: C∞(M1) → C∞(M2), we can conclude that φ is differentiable.

In summary, if φ∗∣f∣ is differentiable for any differentiable real-valued function f and M2 is a finite-dimensional manifold, then φ is differentiable.

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Newton's Second Law of Motion is an important concept in physics that relates the force applied to an object to the acceleration produced by the force. It can be expressed mathematically as F = ma and is useful in calculating the force needed to produce a certain acceleration

Newton's Second Law of Motion states that the acceleration of an object is directly proportional to the force applied to the object and inversely proportional to its mass. It is expressed mathematically as F = ma, where F is the force applied to the object, m is its mass, and a is the acceleration produced by the force. The second law of motion can be used to calculate the force needed to produce a certain acceleration or the acceleration that will result from a given force, assuming the mass of the object is known.

For example, consider a car weighing 1500 kg that is accelerating at a rate of 10 m/s^2. Using Newton's Second Law of Motion, we can calculate the force required to produce this acceleration as follows:
F = ma
F = 1500 kg × 10 m/s^2
F = 15,000 N
Therefore, a force of 15,000 N is required to accelerate the car at a rate of 10 m/s^2.

Another example of the application of Newton's Second Law of Motion is the calculation of the acceleration produced by a given force. Consider a 50 kg object that is pushed with a force of 500 N. Using the formula F = ma, we can calculate the acceleration produced by this force as follows:
F = ma
500 N = 50 kg × a
a = 10 m/s^2
Therefore, the acceleration produced by a force of 500 N on a 50 kg object is 10 m/s^2.

In conclusion, Newton's Second Law of Motion is an important concept in physics that relates the force applied to an object to the acceleration produced by the force. It can be expressed mathematically as F = ma and is useful in calculating the force needed to produce a certain acceleration or the acceleration that will result from a given force, assuming the mass of the object is known.

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They also define the scope of the project and the standards that must be met during construction.(c) Contractual obligations between a main contractor and an employer (client) during the project execution.

The primary contractual obligations of a main contractor and an employer during the project execution are as follows:

1. The employer is obligated to provide the contractor with all necessary project documentation, including drawings, specifications, and contract documents, to allow the contractor to execute the work efficiently.

2. The contractor must execute the work in compliance with the agreed-upon standards and specifications.

3. The contractor is responsible for ensuring that all work is carried out according to the agreed-upon schedule and budget.

4. The employer must pay the contractor for the work performed on time, as specified in the contract documents.

5. The contractor is obligated to adhere to all relevant safety and health regulations while executing the project.

6. The employer is obligated to provide access to the construction site to allow the contractor to execute the work efficiently.

7. The contractor must ensure that all work is carried out to a high standard and with the necessary level of skill and care.

8. The employer is obligated to provide the contractor with adequate notice if they wish to make any changes to the scope of the project.

9. The contractor must notify the employer of any issues that arise during the project promptly.

10. The employer is obligated to inspect the work and approve or reject it, as specified in the contract documents.

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Answer:

The person is paid $5.50 per hour and receives a $0.25 increase every 6 months. This means that every 6 months, their wage increases by $0.25.

To determine the sequence of hourly wages, we can start with the current wage of $5.50 and then add $0.25 every 6 months.

The correct answer is:

B. 5.50, 5.75, 6.00, 6.25, 6.50...

This sequence represents the person's hourly wages starting with their current wage of $5.50 and increasing by $0.25 every 6 months.

The magnitude of the angle of twist φ in a 660-mm length of the shaft when 44 kW is being transmitted at 6 Hz is 0.3567 radians.

Outside diameter of shaft = D = 57 mm

Wall thickness of shaft = t = 1.72 mm

Maximum shear stress in shaft = τ = 186 M

Pa = 186 × 10⁶ Pa

Modulus of rigidity of titanium = G = 31 G

Pa = 31 × 10⁹ Pa

Rotational speed = n = 20 Hz

We know that the power transmitted by the shaft is given by the relation, P = π/16 × τ × D³ × n/60

From the above formula, we can find out the maximum power P that can be transmitted by the shaft.

P = π/16 × τ × D³ × n/60= 3.14/16 × 186 × (57/1000)³ × 20= 11.56 kW

Hence, the maximum power P that can be transmitted by the shaft is 11.56 kW.

b)Given data:

Length of shaft = L = 660 mm = 0.66 m

Power transmitted by the shaft = P = 44 kW = 44 × 10³ W

Rotational speed = n = 6 Hz

We know that the angle of twist φ in a shaft is given by the relation,φ = TL/JG

Where,T is the torque applied to the shaft

L is the length of the shaft

J is the polar moment of inertia of the shaft

G is the modulus of rigidity of the shaft

We know that the torque T transmitted by the shaft is given by the relation,

T = 2πnP/60

From the above formula, we can find out the torque T transmitted by the shaft.

T = 2πn

P/60= 2 × 3.14 × 6 × 44 × 10³/60= 1,845.6 Nm

We know that the polar moment of inertia of a hollow shaft is given by the relation,

J = π/2 (D⁴ – d⁴)where, d = D – 2t

Substituting the values of D and t, we get, d = D – 2t= 57 – 2 × 1.72= 53.56 mm = 0.05356 m

Substituting the values of D and d in the above formula, we get,

J = π/2 (D⁴ – d⁴)= π/2 ((57/1000)⁴ – (53.56/1000)⁴)= 1.92 × 10⁻⁸ m⁴

We can now substitute the given values of T, L, J, and G in the relation for φ to calculate the angle of twist φ in the shaft.φ = TL/JG= 1,845.6 × 0.66/ (1.92 × 10⁻⁸ × 31 × 10⁹)= 0.3567 radians

Hence, the magnitude of the angle of twist φ in a 660-mm length of the shaft when 44 kW is being transmitted at 6 Hz is 0.3567 radians.

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The maximum power P that can be transmitted by the shaft can be determined using the formula (a), and the magnitude of the angle of twist φ can be calculated using the formula (b).

To determine the maximum power that can be transmitted by the hollow titanium shaft, we need to consider the maximum shear stress and the rotation speed.

(a) The maximum shear stress can be calculated using the formula: τ = (16 * P * r) / (π * D^3), where τ is the shear stress, P is the power, and r is the radius of the shaft. Rearranging the formula, we get: P = (π * D^3 * τ) / (16 * r).

First, we need to find the radius of the shaft. The outer radius (R) can be calculated as R = D/2 = 57 mm / 2 = 28.5 mm. The inner radius (r) can be calculated as r = R - t = 28.5 mm - 1.72 mm = 26.78 mm. Converting the radii to meters, we get r = 0.02678 m and R = 0.0285 m.

Substituting the values into the formula, we get: P = (π * (0.0285^3 - 0.02678^3) * 186 MPa) / (16 * 0.02678). Solving this equation gives us the maximum power P in kilowatts.

(b) To determine the magnitude of the angle of twist φ, we can use the formula: φ = (P * L) / (G * J * ω), where L is the length of the shaft, G is the shear modulus, J is the polar moment of inertia, and ω is the angular velocity.

First, we need to find the polar moment of inertia J. For a hollow shaft, J can be calculated as J = (π/2) * (R^4 - r^4).

Substituting the values into the formula, we get: φ = (44 kW * 0.66 m) / (31 GPa * (π/2) * (0.0285^4 - 0.02678^4) * 2π * 6 Hz). Solving this equation gives us the magnitude of the angle of twist φ.

Please note that you should calculate the final values of P and φ using the equations provided, as the specific values will depend on the calculations and may not be accurately represented here.

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The compounds that are more likely to dissolve in carbon tetrachloride ([tex]CCl_4[/tex]) are [tex]NH_3[/tex], [tex]BF_3[/tex], and [tex]CSE_2[/tex].c, d and e

Carbon tetrachloride ([tex]CCl_4[/tex]) is a nonpolar solvent, which means it can only dissolve compounds that are nonpolar or have very weak intermolecular forces. Let's examine each compound listed and determine whether it is likely to dissolve in [tex]CCl_4[/tex]:

a) HBr (hydrogen bromide): HBr is a polar molecule with a significant difference in electronegativity between hydrogen and bromine. It exhibits strong intermolecular forces, such as hydrogen bonding. Therefore, HBr is not likely to dissolve in [tex]CCl_4[/tex], which is a nonpolar solvent.

b) NaCl (sodium chloride): NaCl is an ionic compound composed of a cation (Na+) and an anion (Cl-). It has strong ionic bonds and exhibits strong intermolecular forces. Since [tex]CCl_4[/tex]is a nonpolar solvent, it cannot break the ionic bonds in NaCl and dissolve the compound. NaCl is not likely to dissolve in [tex]CCl_4[/tex].

c) [tex]NH_3[/tex](ammonia): [tex]NH_3[/tex]is a polar molecule with hydrogen bonding. It has significant intermolecular forces. While [tex]CCl_4[/tex]is nonpolar, it can form weak dipole-induced dipole interactions with polar molecules. Therefore, a small amount of [tex]NH_3[/tex]may dissolve in [tex]CCl_4[/tex]due to these weak interactions.

d) [tex]BF_3[/tex](boron trifluoride): [tex]BF_3[/tex]is a nonpolar molecule with trigonal planar geometry. It lacks a permanent dipole moment and does not have strong intermolecular forces. Hence, it is likely to be soluble in [tex]CCl_4[/tex]to some extent.

e) [tex]CSE_2[/tex](carbon diselenide): [tex]CSE_2[/tex]is a nonpolar molecule with a linear structure. Similar to [tex]CCl_4[/tex], it is nonpolar and has weak intermolecular forces. Therefore, [tex]CSE_2[/tex] is likely to dissolve in [tex]CCl_4[/tex].

Option c , d and e

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Since the observation was taken when the star was at western elongation, the hour angle of Polaris is 6 h 19 m 34.9 s  S 73°29'W.

Given: Latitude of point A,

φ = 45°50'40"N Horizontal angle turned from Point A to Point B,

H = 105°25'10"Declination of Polaris, δ = 88°14'26"S

(this is the time between the time Polaris crosses the meridian and the time we are making our observation).First, we will calculate the azimuth of the celestial body (Polaris) and then use it to find the true bearing of line AB.Step 1: Calculate the azimuth of the celestial body (Polaris)We will use the formula:

Azimuth = arctan [(sin H) / (cos H sin φ - tan δ cos φ)]

Substitute the given values, we get;

Azimuth = arctan [(sin 105°25'10") / (cos 105°25'10" sin 45°50'40" - tan 88°14'26" cos 45°50'40")]

Azimuth = arctan [(0.9404) / (0.5580 - (- 0.4382))]

Azimuth = arctan (1.3904 / 0.9962)

Azimuth = arctan (1.3933)

Azimuth = 54°46'51"

Calculate the true bearing of line ABThe true bearing of line AB =

Azimuth + 180°The true bearing of line AB = 54°46'51" + 180°

= 234°46'51"

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Answer:

25 girls

Step-by-step explanation:

We Know

The ratio of boys to girls is 4:5. For every 4 boys, there are 5 girls.

To get from 4 to 20, we multiply by 5.

We Take

5 x 5 = 25 girls

So, there are 25 girls in class.

Answer: 25 girls are in the class

Step-by-step explanation: You can set up the ratio 4:5 as a fraction, [tex]\frac{4}{5}[/tex] to find your answer. You are given the fact that 20 boys are in the class so now you can solve 2 ways.

Option 1 - Set up the equation algebraically as [tex]\frac{20}{x}[/tex], where x = number of girls and set that equal to [tex]\frac{4}{5}[/tex]. This way allows you to see that the fraction must have the same ratio as 4:5. You can see that 4 x 5 = 20, so the multiple factor is 5. The variable x must equal 5 x 5, so x = 25.

Option 2 - Multiply the amount of boys given to you by the reciprocal of the ratio. Instead of using [tex]\frac{4}{5}[/tex], you have to use [tex]\frac{5}{4}[/tex] because there are more girls than boys in the class. This allows you to finish the problem by multiplying 20 x [tex]\frac{5}{4}[/tex] to get the result of [tex]\frac{100}{4}[/tex], which you may know simplifies into 25.

Lewis structure of AX2 (must localize formal charge, draw resonance structures if any):a. Neither element can break the octet ruleb. A has 5 VEc. X has 6 VEd. X is more electronegative than A.

Here, let's draw the lewis structure for AX2. We know that there are two valence electrons available for the A and 6 electrons are available for X.The AX2 molecule has a linear shape and therefore, the two X atoms are opposite to each other. Thus, the molecule appears as AX2.

We know that the A atom has 5 valence electrons. To form 2 single bonds with X atoms, it requires 2 electrons. Hence, we have 3 lone pairs with the A atom.Lewis structure of AX2 (must localize formal charge, draw resonance structures if any):Resonance Structures of AX2:There are no resonance structures for AX2 as it has no double bonds or lone pair on the central atom.

Drawing Lewis structures is crucial because it helps in understanding how electrons participate in chemical reactions. When drawing Lewis structures, you must first determine the number of valence electrons available for each atom. Next, pair up electrons between the atoms to form a bond. If all atoms in the structure have a complete octet, then the Lewis structure is correct. If not, you will have to draw multiple Lewis structures to show resonance bonding. In the given question, we have drawn the Lewis structure for AX2. It is a linear molecule with the two X atoms opposite to each other. We also found out that there are no resonance structures for AX2 as it has no double bonds or lone pair on the central atom.

The lewis structure of AX2 is a linear molecule with two X atoms opposite to each other. Here, A has 5 VE and X has 6 VE. We also found out that there are no resonance structures for AX2 as it has no double bonds or lone pair on the central atom. Furthermore, covalent and ionic bonds are found in NH4CI, while metallic and covalent bonds are present in metallic.

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Concrete protects reinforcement from corrosion through several mechanisms such as physical barriers and an alkaline environment.

Passivation is a chemical process that occurs in concrete to protect the reinforcement from corrosion.

1. Physical Barrier: The dense and impermeable nature of concrete prevents harmful substances, such as water and chloride ions, from reaching the reinforcement. This barrier prevents corrosion-causing agents from coming into contact with the metal.
2. Alkaline Environment: Concrete has a high alkaline pH, typically around 12-13. This alkalinity creates an environment that is unfavorable for corrosion to occur. The high pH helps to passivate the steel reinforcement.
3. Passivation: Passivation is a chemical process that occurs in concrete to protect the reinforcement from corrosion. When steel reinforcement is embedded in concrete, a thin layer of oxide forms on its surface due to the alkaline environment. This oxide layer acts as a protective barrier, preventing further corrosion by reducing the access of corrosive agents to the steel.

b. Durability against chemical effects:
Concrete is generally resistant to many chemical substances. However, certain chemicals can cause degradation and reduce its durability. Here are a few examples:
1. Acidic Substances: Strong acids, such as sulfuric acid or hydrochloric acid, can attack and deteriorate the concrete matrix. The acidic environment reacts with the calcium hydroxide present in the concrete, leading to the dissolution of cementitious materials and weakening of the structure.
2. Chlorides: Chlorides can penetrate concrete and reach the reinforcement, leading to the corrosion of steel. Chlorides can come from various sources, such as seawater, deicing salts, or industrial processes. The corrosion of steel reinforcement due to chloride attack can cause cracks, spalling, and structural damage.
3. Sulfates: Sulfates, typically found in soil or groundwater, can react with the cementitious materials in concrete, causing expansion and cracking. This process is known as sulfate attack and can lead to the loss of strength and durability of the concrete.

In order to ensure durability against chemical effects, it is essential to consider the environment in which the concrete will be exposed and select appropriate materials and construction techniques. This may involve the use of chemical-resistant admixtures, protective coatings, or proper design considerations to mitigate the effects of chemical exposure.

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There are 1072 ways to choose 3 pieces of music, with at least 1 piece for piano using combinations and permutations.

The number of ways you can choose 3 pieces of music, with at least 1 piece for piano, can be calculated using combinations and permutations.

To solve this problem, we can break it down into two cases:

Case 1: Choosing 1 piece of music for piano and 2 pieces from the remaining pool.
In this case, you have 6 choices for the piano piece and then you need to choose 2 more pieces from the remaining pool of 17 (5 for violin and 7 for guitar). You can do this in C(17, 2) = 136 ways (where C stands for combination).

Case 2: Choosing 2 or 3 pieces of music for piano.
In this case, you have 6 choices for the first piano piece, and then you can choose either 1 or 2 more pieces from the remaining pool. For the remaining pieces, you have 16 options (5 for violin and 7 for guitar).
So, the total number of ways for case 2 is 6 * C(16, 1) + 6 * C(16, 2) = 6 * 16 + 6 * 120 = 936.

To find the total number of ways, we simply add the results from case 1 and case 2:
136 + 936 = 1072.

Therefore, there are 1072 ways to choose 3 pieces of music, with at least 1 piece for piano.

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The correct option is A, the inequality is x ≥ 0

Here we can see that we have a closed circle at x = 0 (which means that x = 0 is also a solution of the inequality), and an arrow that goes to the right (so the other solutions are larger than zero).

Then this is the set of all values equal to or larger than zero, so the inequality is written as follows:

x ≥ 0

Then the correct option is A, x ≥ 0

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Given a page reference string and four frames, we can calculate the number of page faults for different page replacement algorithms. For the given string, the number of page faults would be calculated for the LRU (Least Recently Used), FIFO (First-In-First-Out), and Optimal replacement algorithms. The algorithm with the minimum number of page faults would be the most efficient for the given scenario.

LRU Replacement: The LRU algorithm replaces the least recently used page when a page fault occurs. For the given page reference string and four frames, we traverse the string and keep track of the most recently used pages.

When a page fault occurs, the algorithm replaces the page that was least recently used. By simulating this algorithm on the given page reference string, we can determine the number of page faults that would occur.

FIFO Replacement: The FIFO algorithm replaces the oldest page (the one that entered the memory first) when a page fault occurs. Similar to the LRU algorithm, we traverse the page reference string and maintain a queue of pages. When a page fault occurs, the algorithm replaces the page that has been in memory for the longest time (the oldest page). By simulating this algorithm, we can calculate the number of page faults.

Optimal Replacement: The Optimal algorithm replaces the page that will not be used for the longest period of time in the future. However, since this algorithm requires knowledge of future page references, we simulate it by assuming we know the entire page reference string in advance. For each page fault, the algorithm replaces the page that will not be used for the longest time. By simulating the Optimal algorithm on the given string, we can determine the number of page faults.

By calculating the number of page faults for each of the three algorithms, we can compare their efficiency in terms of the number of page faults generated. The algorithm with the minimum number of page faults would be the most optimal for the given page reference string and four frames.

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The value of β (concentration polarization) is 4.08 × [tex]10^{-5[/tex].The value of β (concentration polarization) can be calculated as follows:

Given data:
The area of each spiral wound membrane module = 10 m²
The number of membrane modules present in the system = 5
Flow rate of the feed solution entering the system = 1.2 L/s
The salt concentration of the reject stream is c₁ = 27.4 kg/m³
The salt rejection is R = 0.992
The applied transmembrane pressure is AP = 30.3 atm
Aw = 4.75 x [tex]10^{-3[/tex]kg water s m² atm
As = 2.03 x [tex]10^7[/tex] m/s
II = 0.001c² +0.7438c +0.0908 (in atm, where c is the mass concentration of NaCl in kg/m³)
p = -0.000286c² + 0.7027c + 997.0 (in kg/m³, where c is the mass concentration of NaCl in kg/m³)

We can calculate the mass flow rate as follows:

Mass flow rate = density × flow rate = p × Q

Where p is the density of the solution and Q is the flow rate of the feed solution.

We can find the density of the feed solution using the given equation:

p = -0.000286c² + 0.7027c + 997.0

Where c is the mass concentration of NaCl in kg/m³.

Substituting the given values in the above equation, we get:

p = -0.000286(0.2)² + 0.7027(0.2) + 997.0
p = 1067.874 kg/m³

Now, we can calculate the mass flow rate using the given equation:

Mass flow rate = p × Q

Substituting the given values, we get:

Mass flow rate = 1067.874 kg/m³ × 1.2 L/s × [tex]10^{-{3[/tex] m³/L
Mass flow rate = 1.281 kg/s

The permeate flow rate can be calculated using the given equation:

Permeate flow rate = (1 - R) × Mass flow rate

Substituting the given values, we get:

Permeate flow rate = (1 - 0.992) × 1.281 kg/s
Permeate flow rate = 0.010488 kg/s

We can calculate the average velocity of the feed solution using the given equation:

Velocity = Mass flow rate / (density × Area)

Substituting the given values, we get:

Velocity = 1.281 kg/s / (1067.874 kg/m³ × 50 m²)
Velocity = 0.000024 m/s

The value of β can be calculated using the given equation:

β = (π² × Dm × δc) / (4 × Aw × Velocity)

Where Dm is the molecular diffusivity of NaCl in water and δc is the thickness of the concentration polarization layer.

We can find the molecular diffusivity using the given equation:

Dm = II / p

Substituting the given values, we get:

Dm = (0.001c² +0.7438c +0.0908) / (-0.000286c² + 0.7027c + 997.0)
Dm = 7.052 × [tex]10^{-10[/tex] m²/s

We can assume that δc is equal to the membrane thickness, which is given by:

δc = 1.1 × [tex]10^{-{6[/tex] m

Substituting the given values in the equation for β, we get:

β = (π² × 7.052 × [tex]10^-{6[/tex] m²/s × 1.1 × 10^-6 m) / (4 × 4.75 × [tex]10^{-3[/tex]kg water s m² atm × 0.000024 m/s)
β = 4.0816 × [tex]10^{-5[/tex] or 4.08 × [tex]10^{-5[/tex] (rounded to 3 significant figures)

Therefore, the value of β (concentration polarization) is 4.08 × [tex]10^{-5[/tex].

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The pH of the given solution is 1.37.

Given:

[HC2H3O2] = 0.195 M

[KC2H3O2] = 0.110 M

To calculate the pH, we first need to write the reaction equation:

HC2H3O2 + H2O ↔ H3O+ + C2H3O2–

Now, we can write an ICE table:

Initial (M)   Change (M)   Equilibrium (M)

HC2H3O2       -x          0.195 - x

C2H3O2–       -x          0.110 - x

H3O+          x           x

The equilibrium expression for this reaction is:

Kc = [H3O+][C2H3O2–]/[HC2H3O2]

Kc = [x][0.110 – x]/[0.195 – x]

We know that Ka x Kb = Kw, where Ka and Kb are the acid and base dissociation constants, and Kw is the ion product constant of water.

The value of Kw is 1.0 x [tex]10^{-14}[/tex] at 25°C. The value of Kb for C2H3O2– is:

Kb = Kw/Ka = 1.0 x [tex]10^{-14}[/tex]/1.8 x [tex]10^{-5}[/tex] = 5.56 x [tex]10^{-10}[/tex]

pKb = -logKb = -log(5.56 x [tex]10^{-10}[/tex]) = 9.2552

Now, we can solve for x:

5.56 × [tex]10^{-10}[/tex] = x(0.110 – x)/[0.195 – x]

1.08 × [tex]10^{-11}[/tex] = [tex]x^{2}[/tex] – 0.110x + 1.95 × [tex]10^{-2}[/tex]

By using the quadratic formula:

x = (0.110 ± √([tex]0.110^{2}[/tex] - 4 × 1.95 × [tex]10^{-2}[/tex] × 2))/(2×1) = 0.0427 M

[H3O+] = 0.0427 M

pH of the solution = -log[H3O+] = -log(0.0427) = 1.37 (approx)

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Suppose you borrowed a certain amount of money 469 weeks ago at an annual interest rate of 3.8% with semiannual compounding (2 times per year). If you returned $10,289 today, you can use the formula for calculating compound interest.

The formula is:FV = PV × (1 + r/m)mtWhere, PV = present value or the amount borrowed, FV = future value, r = annual interest rate, m = number of times the interest is compounded in a year, and t = number of years elapsed.In this question, you know the future value, which is $10,289, annual interest rate, which is 3.8%, and the number of times the interest is compounded in a year, which is 2. To find the amount borrowed, you need to plug in these values and solve for PV:

$10,289 = PV × (1 + 0.038/2)2 × 469/52PV = $7,500

Given that current yield for a corporate bond is 5.9%. If the market price will go down by 20% tomorrow, compute the current yield after the decrease. The current yield of a bond is calculated as the annual interest payment divided by the market price of the bond multiplied by 100.Current yield = (Annual interest payment / Market price) × 100If the market price of the bond goes down by 20%, then the new market price will be 80% of the current market price. Let the current market price be P. Then the new market price will be 0.8P.After the decrease, the new current yield will be:New current yield = (Annual interest payment / 0.8P) × 100= 1.25 × (Annual interest payment / P) × 100The annual interest payment is not given in the question. Therefore, it is not possible to calculate the new current yield.

The 6 -year future value of a $11,101 loan, if the annual interest rate is 3.9% with weekly compounding is calculated using the formula for compound interest. The formula for compound interest is:FV = PV × (1 + r/m)mtWhere, PV = present value, FV = future value, r = annual interest rate, m = number of times the interest is compounded in a year, and t = number of years elapsed.In this question, you know the present value, which is $11,101, annual interest rate, which is 3.9%, and the number of times the interest is compounded in a year, which is 52 (weekly compounding). To find the future value after 6 years, you need to plug in these values and solve for FV:FV = $11,101 × (1 + 0.039/52)52 × 6FV = $14,354.16The 6 -year future value of a $11,101 loan, if the annual interest rate is 3.9% with weekly compounding is $14,354 (rounded to the nearest dollar).

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The given chemical reaction for the dissociation of CuSO4 in water is CuSO4 ⇌ Cu2+ + SO42-.At equilibrium, the solution will contain Cu2+, SO42-, NH4+ and OH- ions, which are the product of the reaction between CuSO4 and NH3.

The concentration of each species at equilibrium can be calculated by the following procedure:

The chemical reaction between CuSO4 and NH3 is shown below:

CuSO4 + 2NH3 ⇌ Cu(NH3)42+ + SO42-.

Write the equilibrium constant expression (K) for the above reaction.

[tex]Kc = {[Cu(NH3)42+] [SO42-]} / {[CuSO4] [NH3]2}.[/tex]

Determine the molar concentration of CuSO4.The mass of CuSO4 is given as 2.50 g. Therefore, the molar mass of CuSO4 is calculated as:

Molar mass = Mass / Moles = 2.50 g / 159.61 g/mol = 0.01569 mol.

The molar concentration of CuSO4 is calculated as:

Molar concentration = Moles / Volume (L) = 0.01569 mol / 0.00821 L = 1.91 M.

Determine the molar concentration of NH3.The molar concentration of NH3 is given as 0.300 M. Therefore, the molar concentration of NH3 is:

Molar concentration of NH3 = 0.300 M.

Step 5: Determine the molar concentration of Cu(NH3)42+.Let the molar concentration of Cu(NH3)42+ be x.

Substituting the given and calculated values in the equilibrium constant expression, we have:

[tex]5.3 × 10^13 = (x) [0.00001864] / [1.91 – x]2[/tex]

Simplifying the above equation, we get

x = 0.000277 M.

The molar concentration of Cu(NH3)42+ is 0.000277 M.

Determine the molar concentration of SO42-.Let the molar concentration of SO42- be x.

Substituting the given and calculated values in the equilibrium constant expression, we have:

5.3 × 10^13 = [0.000277] (x) / [1.91 – 0.000277]2

Simplifying the above equation, we get:

x = 1.26 × 10^-6 M

The molar concentration of SO42- is 1.26 × 10^-6 M.

Determine the molar concentration of NH4+. Let the molar concentration of NH4+ be x.

Substituting the given and calculated values in the equilibrium constant expression, we have [tex]5.3 × 10^13 = [x] [0.000277] / [0.300 – x]2.[/tex]

Simplifying the above equation, we get:x = 1.62 × 10^-4 M

The molar concentration of NH4+ is 1.62 × 10^-4 M.

Determine the molar concentration of OH-.The molar concentration of OH- is given as 2.33 × 10^-6 M.

At equilibrium, the concentration of Cu2+ is equal to the concentration of Cu(NH3)42+. The concentration of SO42- is equal to the concentration of NH4+. The concentration of OH- is independent of the initial concentrations of the reactants and products. The concentrations of

Cu(NH3)42+, SO42-, NH4+ and OH- are 0.000277 M, 1.26 × 10^-6 M, 1.62 × 10^-4 M and 2.33 × 10^-6 M respectively.

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The area of the region bounded by the given curves is 850/3 square units.

The area of the region bounded by the curves f(x)=x²+6x−27 and g(x)=−x²+2x+3, we need to determine the points of intersection between the two curves and then calculate the definite integral of the difference between the two functions over that interval.

First, let's find the points of intersection:

f(x)=g(x)

x²+6x−27=−x²+2x+3

Rearranging the equation:

2x²+4x−30=0

Dividing through by 2:

x²+2x−15=0

Factoring the quadratic equation:

(x−3)(x+5)=0

This gives us two solutions: x=3 and x=−5

Now that we have the points of intersection, we can find the area between the curves. To do this, we need to integrate the absolute difference between the two functions over the interval from x = -3 to x = 5.

The area is given by the integral:

∫(g(x) - f(x)) dx from -3 to 5

=∫((-x² + 2x + 3) - (x² + 6x - 27)) dx from -3 to 5

Simplifying the integral, we have: ∫(-2x² - 4x + 30) dx from -3 to 5

Integrating term by term, we get: (-2/3)x³ - 2x² + 30x from -3 to 5

Evaluating the integral at the upper and lower limits, we get:

((-2/3)(5)³ - 2(5)² + 30(5)) - ((-2/3)(-3)³ - 2(-3)² + 30(-3))

Simplifying further, we have:

=(250/3 - 50 + 150) - ((-18/3) - 18 + (-90))

=(250/3 - 50 + 150) - (-6 + 18 - 90)

=(250/3 - 50 + 150) - (-78)

=(250/3 + 100) - (-78)

=(250/3 + 100) + 78

=(250/3 + 300) / 3

=850/3

Therefore, the area of the region bounded by the curves f(x) = x² + 6x - 27 and g(x) = -x² + 2x + 3 is 850/3 square units.

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The flow velocity in the 48-inch diameter pipeline is approximately 0.1283 m³/s.

To calculate the density of 10 API Gravity oil in the unit of kg, we can use the following formula:

density (kg/m³) = 141.5 / (API Gravity + 131.5)

For 10 API Gravity oil, let's substitute the value into the formula:

density = 141.5 / (10 + 131.5) = 0.984 kg/m³

Therefore, the density of 10 API Gravity oil is approximately 0.984 kg/m³.

Moving on to the second question, to calculate the flow velocity in m³/s for a flow rate of 1 million bbl per day in a 48-inch diameter pipeline, we need to convert the flow rate from barrels to cubic meters and divide it by the cross-sectional area of the pipeline.

First, let's convert 1 million barrels per day to cubic meters per second. Given that 1 barrel is equal to 150000 cm³, we can convert it to cubic meters using the following conversion factor:

1 barrel = 150000 cm³ = 0.15 m³

Next, we need to calculate the cross-sectional area of the pipeline using its diameter. The formula for the cross-sectional area of a circle is:

A = π * r²

Since the diameter is given as 48 inches, we need to convert it to meters:

48 inches = 48 * 0.0254 = 1.2192 meters

Now we can calculate the radius:

r = diameter / 2 = 1.2192 / 2 = 0.6096 meters

Using the radius, we can calculate the cross-sectional area:

A = π * (0.6096)² ≈ 1.1664 m²

Finally, we can calculate the flow velocity:

velocity = flow rate / cross-sectional area
        = 1 million bbl/day * 0.15 m³/bbl / 1 day / 1.1664 m²
        ≈ 0.1283 m³/s

Therefore, the flow velocity in the 48-inch diameter pipeline is approximately 0.1283 m³/s.

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The Laurent series of 2¹ sin(2) about the point z = 0 is given by ∑[(2¹ sin(2)) / z^n], where n ranges from -∞ to +∞.

In mathematics, a Laurent series is a representation of a complex function as an infinite sum of powers of z, both positive and negative. The Laurent series of 2¹ sin(2) about the point z = 0 can be obtained by expanding the function as a Taylor series and then modifying it to include negative powers of z.

The Taylor series expansion of sin(z) is given by ∑[(sin(n) * z^n) / n!], where n ranges from 0 to ∞. In this case, we have the additional factor of 2¹, so the Taylor series for 2¹ sin(2) is ∑[(2¹ * sin(2) * z^n) / n!].

To obtain the Laurent series, we need to include negative powers of z. Since sin(2) is a constant, we can write it outside the summation. So the Laurent series becomes ∑[(2¹ * sin(2)) / z^n], where n ranges from -∞ to +∞.

This series represents the function 2¹ sin(2) in the neighborhood of z = 0, allowing us to approximate the function's behavior for values of z close to zero. It is important to note that the convergence of the series may be limited to certain regions of the complex plane, depending on the singularities of the function.

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ΔHmix, ΔSmix, and ΔGmix are terms used in thermodynamics to describe the changes in enthalpy, entropy, and Gibbs free energy associated with the mixing of substances.

To calculate ΔHmix, ΔSmix, and ΔGmix, we can use the following equations:

ΔHmix = RTχ(1-χ)
ΔSmix = -R[χlnχ + (1-χ)ln(1-χ)]
ΔGmix = ΔHmix - TΔSmix

Where:
- R is the ideal gas constant (8.314 J/(mol·K))
- T is the temperature in Kelvin (25 °C = 298 K)
- χ is the interaction parameter (0.14)

First, let's calculate the number of moles of polystyrene:
Mass of polystyrene = 1 g
Density of polystyrene = 1.05 g/cm³
Volume of polystyrene = Mass / Density = 1 g / 1.05 g/cm³ = 0.9524 cm³
Moles of polystyrene = Volume / Molar mass = (0.9524 cm³ / 1000 cm³) / (1×10^5 g/mol) = 9.524×10^-9 mol

Next, let's calculate the number of moles of toluene:
Density of toluene = 0.8669 g/cm³
Volume of toluene = Mass / Density = 1 mol / 0.8669 g/cm³ = 1.1537 cm³
Moles of toluene = Volume / Molar mass = (1.1537 cm³ / 1000 cm³) / (92.14 g/mol) = 1.253×10^-5 mol

Now, we can calculate the mixing enthalpy (ΔHmix):
ΔHmix = RTχ(1-χ)
ΔHmix = (8.314 J/(mol·K)) * (298 K) * (0.14) * (1 - 0.14)
ΔHmix = 285.6 J/mol

Next, let's calculate the mixing entropy (ΔSmix):
ΔSmix = -R[χlnχ + (1-χ)ln(1-χ)]
ΔSmix = -(8.314 J/(mol·K)) * [(0.14 ln(0.14)) + ((1-0.14) ln(1-0.14))]
ΔSmix = -3.108 J/(mol·K)

Finally, let's calculate the mixing free energy (ΔGmix):
ΔGmix = ΔHmix - TΔSmix
ΔGmix = 285.6 J/mol - (298 K) * (-3.108 J/(mol·K))
ΔGmix = 285.6 J/mol + 926.184 J/mol
ΔGmix = 1211.784 J/mol

Therefore, the calculated values are:
ΔHmix = 285.6 J/mol
ΔSmix = -3.108 J/(mol·K)
ΔGmix = 1211.784 J/mol

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The  thermodynamic quantities are: ΔHmix = 7.82 kJ/mol, ΔSmix = -1.19 J/(mol·K), ΔGmix = 8.51 kJ/mol

To calculate ΔHmix, ΔSmix, and ΔGmix, we need to use the formulas for these thermodynamic quantities. Let's break down the calculations step by step:

Calculate the number of moles of toluene:
  Given the mass of toluene = 150 g
  Molecular weight of toluene = 92.14 g/mol
  Number of moles of toluene = mass / molecular weight
                           = 150 g / 92.14 g/mol
                           = 1.628 moles

Calculate the volume of polystyrene:
  Given the mass of polystyrene = 1 g
  Density of polystyrene = 1.05 g/cm^3
  Volume of polystyrene = mass / density
                       = 1 g / 1.05 g/cm^3
                       = 0.9524 cm^3

Calculate the volume of toluene:
  Given the density of toluene = 0.8669 g/cm^3
  Volume of toluene = mass / density
                    = 150 g / 0.8669 g/cm^3
                    = 173.125 cm^3

Calculate the total volume:
  Total volume = volume of polystyrene + volume of toluene
              = 0.9524 cm^3 + 173.125 cm^3
              = 174.0774 cm^3

Calculate the volume fraction of toluene:
  Volume fraction of toluene = volume of toluene / total volume
                           = 173.125 cm^3 / 174.0774 cm^3
                           = 0.9945

Calculate ΔHmix using the formula:
  ΔHmix = χ * (ΔH1 + ΔH2)
  ΔH1 is the heat of vaporization of toluene = 35.2 kJ/mol
  ΔH2 is the heat of fusion of polystyrene = 18.7 kJ/mol
  ΔHmix = 0.14 * (35.2 kJ/mol + 18.7 kJ/mol)
         = 7.82 kJ/mol

Calculate ΔSmix using the formula:
  ΔSmix = -R * (χ * ln(χ) + (1-χ) * ln(1-χ))
  R is the ideal gas constant = 8.314 J/(mol·K)
  ΔSmix = -8.314 J/(mol·K) * (0.14 * ln(0.14) + (1-0.14) * ln(1-0.14))
         = -1.19 J/(mol·K)

Calculate ΔGmix using the formula:
  ΔGmix = ΔHmix - T * ΔSmix
  T is the temperature in Kelvin = 25°C + 273.15 = 298.15 K
  ΔGmix = 7.82 kJ/mol - 298.15 K * (-1.19 J/(mol·K) / 1000)
         = 8.51 kJ/mol

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Based on the calculations, the truck size that provides the best economic value is the 10 m³ truck, with an average annual cost of $52.40 per stop.

Step 1: Calculate the annual solid waste generation

- Number of stops: Let's assume there are 1,500 stops.

- Average people per stop: 10

- Per capita solid waste generation rate: 0.5 kg/d

- Total solid waste generation per day: 1,500 stops * 10 people * 0.5 kg/d = 7,500 kg/d

Step 2: Calculate the total distance traveled per day

- Average one-way distance to the transfer station: 8 km

- Number of stops * Average distance between two stops: Let's assume the average distance between two stops is 60 m (0.06 km).

- Total distance traveled for waste collection per day: 1,500 stops * 0.06 km = 90 km

- Total distance traveled per day: 90 km + 2 * 8 km = 106 km

Step 3: Calculate the total collection time per day

- Time to collect waste from one stop and time to the next stop: 60 seconds

- Number of stops * Time to collect waste from one stop and time to the next stop: 1,500 stops * 60 seconds = 90,000 seconds

Step 4: Calculate the total working time per day

- Total collection time for waste collection per day + Off-route time per day: Let's assume the off-route time is 30 minutes (0.5 hours).

- Total working time per day: 90,000 seconds + 0.5 hours * 60 minutes/hour * 60 seconds/minute = 92,700 seconds

Step 5: Determine the truck size based on working time and trips per day

- Select the truck size (10, 16, or 30 m³) that allows the truck to complete the trips within the working time limit of 10 hours and no more than 3 trips per day.

Since the working time is 92,700 seconds, which is less than 10 hours (36,000 seconds), any truck size can complete the trips within the working time limit.

Step 6: Calculate the annual cost for each stop

- Purchase price of the selected truck size:

 - For the 10 m³ truck: Purchase price = $42,000 * (10/4)^0.6 = $78,190.18

 - For the 16 m³ truck: Purchase price = $42,000 * (16/4)^0.6 = $113,832.42

 - For the 30 m³ truck: Purchase price = $42,000 * (30/4)^0.6 = $182,940.60

- Annual operating and maintenance expenses: Total distance traveled per day * $2.7/km = 106 km * $2.7/km = $286.20

- Annual crew wages:

 - Total working time per day / 60 = 92,700 seconds / 60 seconds/minute = 1,545 minutes

 - Number of crew members: 3

 - Hourly wage per person: $2.5

 - Overtime wage per person: $4.5

 - Total crew wages = (1,545 minutes * $2.5/person) + (overtime hours * $4.5/person)

   - For regular hours (up to 8 hours): Total crew wages = (1,545 minutes / 60 minutes/hour) * $2.5/person = $64.38

   - For overtime hours (none since working time is less than 8 hours): Total crew wages = $0

- Overhead cost: Same as the direct labor cost

- Total annual cost:

 - For the 10 m³ truck: Total annual cost = Purchase price + Annual operating and maintenance expenses + Annual crew wages + Overhead cost = $78,190.18 + $286.20 + $64.38 + $64.38 = $78,605.14

 - For the 16 m³ truck: Total annual cost = Purchase price + Annual operating and maintenance expenses + Annual crew wages + Overhead cost = $113,832.42 + $286.20 + $64.38 + $64.38 = $114,247.38

 - For the 30 m³ truck: Total annual cost = Purchase price + Annual operating and maintenance expenses + Annual crew wages + Overhead cost = $182,940.60 + $286.20 + $64.38 + $64.38 = $183,355.56

- Average annual cost for each stop:

 - For the 10 m³ truck: Average annual cost for each stop = Total annual cost / Number of stops = $78,605.14 / 1,500 = $52.40

 - For the 16 m³ truck: Average annual cost for each stop = Total annual cost / Number of stops = $114,247.38 / 1,500 = $76.16

 - For the 30 m³ truck: Average annual cost for each stop = Total annual cost / Number of stops = $183,355.56 / 1,500 = $122.24

Based on the lowest average annual cost for each stop, the truck size that provides the best economic value is the 10 m³ truck, with an average annual cost of $52.40 per stop.

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The general solution to the non-linear differential equation [tex](y' + 1)y" = (y')^2 - 1 is y = x + 2ln|Ce^x - 1| + K or y = x - 2ln|Ce^x + 1| + K'[/tex]

To solve the non-linear differential equation

[tex](y' + 1)y" = (y')^2 - 1[/tex]

Make a substitution u = y'.

Then, we have

[tex]y" = d/dx(y') = d/dx(u) = u'\\(u+1)u' = u^2 - 1.[/tex]

Expand the left-hand side

[tex]uu' + u' = u^2 - 1\\u' = (u^2 - 1)/(u + 1) - u\\du/[(u^2 - 1)/(u + 1) - u] = dx[/tex]

use partial fraction decomposition to simplify the integrand

[tex](u^2 - 1)/(u + 1) - u = [(u+1)(u-1)/(u+1)] - u = (u-1)/(u+1)\\du/(u-1)/(u+1) = dx[/tex]

Integrate both sides

[tex]\int du/(u-1)/(u+1) = \int dx[/tex]

ln|u-1| - ln|u+1| = x + C

where C is the constant of integration.

Substitute u = y'

ln|y'-1| - ln|y'+1| = x + C

Take the exponential of both sides

|y'-1|/|y'+1| = [tex]e^(x+C) = Ce^x[/tex]

where C = ±[tex]e^C[/tex] is another constant of integration.

[tex]y' = (Ce^x + 1)/(Ce^x - 1) or y' = (-Ce^x + 1)/(-Ce^x - 1)[/tex]

This expression shows that there are two possible solutions to the differential equation.

To get the general solution, integrate y' with respect to x

For the first case

[tex]y = \int(Ce^x + 1)/(Ce^x - 1)dx = \int(1 + 2/(Ce^x - 1))dx = x + 2ln|Ce^x - 1| + K[/tex]

For the second case, we have:

[tex]y = \int(-Ce^x + 1)/(-Ce^x - 1)dx = \int(1 - 2/(Ce^x + 1))dx = x - 2ln|Ce^x + 1| + K'[/tex]

where K and K' are constants of integration.

Therefore, the general solution to the non-linear differential equation [tex](y' + 1)y" = (y')^2 - 1 is y = x + 2ln|Ce^x - 1| + K or y = x - 2ln|Ce^x + 1| + K'[/tex]

where C, K, and K' are constants of integration.

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Answer:

(3, 3)

Step-by-step explanation:

Use the midpoint formula (x1+x2/2, y1+y2/2)

so its (-2+8/2, 6+0/2)

which is (3,3)

Initial value problem refers to a differential equation that has been provided with initial conditions.

We have the differential equation's"

[tex]+ y' = sec(t[/tex]

)We can find the complementary function of the given differential equation by solving the following characteristic equation:

[tex]r2 + r = 0r(r + 1) = 0r1 = 0[/tex]

and r2 = -1Hence, the complementary function is:

[tex]yC = c1 + c2 e-t[/tex]

Yap = 2At + B, i's

= 2A

From the given differential equation, we have:

y" + y' = sec(t)2A + 2At + B = sec(t

)Comparing the coefficients of both sides, we get

[tex]:A = 0, B \\= 0, \\and 2A + 2C\\ = 1\\We get\\ C = 1/2[/tex]

Therefore, the particular solution Isay = 1/2Using the initial conditions

y(0) = 6 and y′(0) = 3,

we get:

[tex]yC + yP \\= 6 + 1/2 \\= 13/2y'C + y[/tex]

'P = 0 + 0 = 0

Hence, the solution of the given initial value problem is:

y(t)

= yC + yP

= c1 + c2 e-t + 1/2.

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