uber,s channel of distributio?Is it a b2c?
uber,s channel of distributio?Is it a b2c?
Homework Answers
Answer: Uber has both B2B and B2C model for distribution. The company offers cab services directly to the retail customers that can be booked from the mobile app or the website and hence has a B2C format of distribution. But apart from this the company also offers cab solutions for businesses that have special offerings for travel based on the needs of the corporate like between office transportation and late night rides for the workers from home to office and from office to home. Thus it has a distribution network which is a mix of B2C and B2B models.
Design a channel to carry a flow of 6 m3/s. The channel will be excavated through...
Design a channel to carry a flow of 6 m3/s. The channel will be excavated through loose sandy soil at a channel bottom slope of 0.003 (assume n 0.025)
The discharge Q in a rectangular channel is 6m3 /s. The channel width is 3m and...
The discharge Q in a rectangular channel is 6m3 /s. The channel width is 3m and flow depth is 2m. (i) The channel width is reduced (no change to bed elevation) to 1.5m at a downstream location. What is the flow depth at the constriction? Determine if choking conditions are present. Explain your answer using of a q-y curve. (ii) The channel width is reduced (no change to bed elevation) to 1.0m at a downstream location. Calculate the upstream water...
Based on Airbnb, Etsy, Uber Harvard case: 1) Identifying the Challenge(s) facing the firm 2) Strategic...
Based on Airbnb, Etsy, Uber Harvard case: 1) Identifying the Challenge(s) facing the firm 2) Strategic Alternative(s) available to the firm 3) Decision: Recommended Action(s) 4) Lessons learned from the case Could you please answer all questions?
2. Design a trapezoidal channel to pass a discharge of 10m3/s and the channel will be...
2. Design a trapezoidal channel to pass a discharge of 10m3/s and the channel will be excavated through rock by blasting. The topography in the area is such that a bottom slope of 1 in 4000 will be suitable. Assume that n = 0.030 and select a value for the side slope, Z, as 1 horizontal to 4 verticals. Sketch the diagram for all calculated dimensions.
Specific discharge of a wide rectangular channel is 10.0m2/s (Q 10.0m3/s/m). The channel consists of two...
Specific discharge of a wide rectangular channel is 10.0m2/s (Q 10.0m3/s/m). The channel consists of two long reaches having the following bed slope, So1 -0.0001 (for ABC), and So2 = 0.008 for (CDE), (see Figure 1) respectively. There are two gates to control the flow and the flow depth at the vena contractor after each gate is approximately 0.3m. Take the Manning's coefficient as 0.015 Locate every possible flow changing locations and, sketch and name the water surface 1. profiles...
Uber is facing a large number of lawsuits, among them, a charge of technology theft by...
Uber is facing a large number of lawsuits, among them, a charge of technology theft by Google, installation of software that blanks out the availability of Uber rides near government buildings or when government-employed riders call, discrimination in the workplace, and more! Using an Internet search on this topic, design a quantitative research study to determine the effect on ridership regarding the charge you examined. Provide this information in your discussion: - Research Question(s) - Hypotheses - Independent Variable(s) and...
In a rectangular channel, water flows at a flow rate of 15 m3 / s. The...
In a rectangular channel, water flows at a flow rate of 15 m3 / s. The width of the canal is 4.0 m and the water depth is 2.5 m. Without causing the water in the blast to swell: a) If the channel is narrowed without raising the channel base, what is the minimum value that the base width can take? b) Find the maximum threshold height that can be placed on the base without changing the channel width. c)...
Answer and progress. Water flows at 4.3m/s in a rectangular channel of width 3 m and...
Answer and progress.
Water flows at 4.3m/s in a rectangular channel of width 3 m and depth of flow 1m. If the channel width is decreased by 0.75m and the bottom of the channel is raised by 0.25m, Find the followings: The discharge per unit width before the constriction q m3/s/m Discharge per unit width at the constriction q" = m/s/m Water depth of flow in the constriction y2 =
A trapezoidal channel with bottom width of 10 m and side slopes of 1V:1.5H is carrying a flow of 80 m3/s. The channel bo...
A trapezoidal channel with bottom width of 10 m and side slopes of 1V:1.5H is carrying a flow of 80 m3/s. The channel bottom slope is 0.002 and n = 0.015. A dam is planned that will raise the flow depth to 10 m. Compute the flow depth by using standard step method in the channel 250, 500, and 750 m upstream of the dam.
A rectangular channel having a width of 8m carries a discharge of 18 m3/s at the...
A rectangular channel having a width of 8m carries a discharge of 18 m3/s at the normal depth of 2.25m. (a) What should be the minimum width to which the channel can be contracted smoothly without causing any choking of flow assuming that the bed of the channel is level all through. (b) Compute the critical slope of this new section if n = 0.012. (c) How long should this channel be if there is a drop of 4m. at...
Design a channel to carry a flow of 6 m3/s. The channel will be excavated through loose sandy soil at a channel bottom slope of 0.003 (assume n 0.025)
2. Design a trapezoidal channel to pass a discharge of 10m3/s and the channel will be excavated through rock by blasting. The topography in the area is such that a bottom slope of 1 in 4000 will be suitable. Assume that n = 0.030 and select a value for the side slope, Z, as 1 horizontal to 4 verticals. Sketch the diagram for all calculated dimensions.
Specific discharge of a wide rectangular channel is 10.0m2/s (Q 10.0m3/s/m). The channel consists of two long reaches having the following bed slope, So1 -0.0001 (for ABC), and So2 = 0.008 for (CDE), (see Figure 1) respectively. There are two gates to control the flow and the flow depth at the vena contractor after each gate is approximately 0.3m. Take the Manning's coefficient as 0.015 Locate every possible flow changing locations and, sketch and name the water surface 1. profiles...
Answer and progress.
Water flows at 4.3m/s in a rectangular channel of width 3 m and depth of flow 1m. If the channel width is decreased by 0.75m and the bottom of the channel is raised by 0.25m, Find the followings: The discharge per unit width before the constriction q m3/s/m Discharge per unit width at the constriction q" = m/s/m Water depth of flow in the constriction y2 =
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