Questions
Lightweight Aggregate Production 1-how much of the materials should be melted at the sintering temperature selected...

Lightweight Aggregate Production

1-how much of the materials should be melted at the sintering temperature selected in light aggregate production(what extent should the melting minerals?(feldspars etc.), how many of them protected their solid structures(water should not exceed)) What should these values be for minimum grain density and maximum compressive strength? Which materials can be used in this sense? how lightness and strength are affected when flying ash is used?

2-What should be optimum aggregate diameter in lightweight aggregate production? how the strength is affected when the size increases? how grain density is affected when the size increases?Why is that?According to which standard to lightweight aggregate strength test?

3-What is the effect of sintering time and temperature in light aggregate production

4-What should be the most appropriate drying process in light aggregate production?Why is that? Provide information on changes in light aggregate with drying(volume,strength etc.)

In: Civil Engineering

Advise when a contractor will not be in breach of a construction contract as defined under...

Advise when a contractor will not be in breach of a construction contract as defined under the Housing Grants Construction and Regeneration Act 1996, if he wants to stop work on a project due to non-payment.

In: Civil Engineering

Circle the correct statements: In steady flow, all properties of the flow remain constant with respect...

  1. Circle the correct statements:
    1. In steady flow, all properties of the flow remain constant with respect to time.
    2. Turbulent flow motion is irregular and predictable.
    3. Lagrangian flow description uses field representation of the flow.
    4. Streamlines are a series of curves drawn tangent to the velocity vectors.
    5. Equation of continuity describes the conservation of energy.
    6. In a control volume, the volume is conserved.
    7. Bernoulli equation describes the conservation of energy in a real fluid flow.
    8. Energy line shows the distribution of piezometric head.
    9. Hydraulic grade line shows the distribution of total head.
    10. Stagnation point is where the velocity becomes zero.

In: Civil Engineering

a) What is the best material to build a base and frame for a trebuchet other...

a) What is the best material to build a base and frame for a trebuchet other than using oak? Provide reasons and explanation. if possible, consider the price of the material

b) What is the best material to build an arm material for a trebuchet other than using pine wood? Provide reasons and explanation. If possible, consider the price of the material

In: Civil Engineering

QUESTION 5 If the flow hydrograph as listed in the Table Q5 passes through a stream...

QUESTION 5

If the flow hydrograph as listed in the Table Q5 passes through a stream reach from A to B, for which K = 8.0 hr and x = 0.3

  1. Determine the peak outflow discharge at B. At t=0, the outflow discharge is 40 m3/s
  2. Based on the inflow and outflow hydrograph, discuss the time lag required for the peak flood to reach the downstream area. Comment on the attenuation achieved.

Table Q5

Time (hr)

0

6

12

18

24

30

36

42

48

54

60

66

Inflow

(m3 /s)

40

65

165

250

240

205

170

130

115

85

70

50

In: Civil Engineering

write a research about maintenance and technical issues in running a wastewater treatment plant .

write a research about maintenance and technical issues in running a wastewater treatment plant .

In: Civil Engineering

Q QUESTION 2 The data in the table below was produced by a storm of 2-hour...

Q

QUESTION 2

The data in the table below was produced by a storm of 2-hour duration considered to have uniform intensity over a catchment. If the catchment area is 10,400 hectare, determine the unit hydrograph for the catchment.

Use fixed base separation method for the baseflow separation.

Table Q2

Time

Flows, Q

(hour)

(m3/s)

0600

40

0800

35

1000

170

1200

260

1400

266

1600

226

1800

188

2000

157

2200

130

2400

108

2600

91

2800

76

3000

64

3200

54

3400

46

3600

38

3800

32

4000

27

In: Civil Engineering

QUESTION 1 The daily stream flow data for a particular catchment having an area of 6500...

QUESTION 1

The daily stream flow data for a particular catchment having an area of 6500 km2 are given in the table below. Separate the baseflow using Straight line method, Fixed base method, and recession Separation method.

Calculate the total direct runoff for each method.

Table Q1

Time

Flows, Q

(days)

(m3/s)

1

1 600

2

1 550

3

5 000

4

10 300

5

8 600

6

6 500

7

5 000

8

3 800

9

2 800

10

2 200

11

1 850

12

1 600

13

1 330

14

1 300

15

1 280

In: Civil Engineering

the annual precipitation measurements (Pi in cm) for M city, over a 20year period are shown...

  1. the annual precipitation measurements (Pi in cm) for M city, over a 20year period are shown in the following table. Determine the mean, standard deviation, and skew coefficient for this series.

Year

Pi(cm)

Year

Pi(cm)

1999

44.2

2010

39.2

2000

47.6

2011

38.3

2001

38.5

2012

46.1

2003

35.8

2013

33.1

2004

40.2

2014

35.0

2005

41.2

2015

39.3

2006

39.8

2016

42.0

2007

39.7

2017

41.7

2008

40.5

2018

37.7

2009

42.5

2019

36.6

  1. Determine the mean, standard deviation, and skew coefficient for the log values of annual rainfall for M City, given in Problem 1. Also determine the mean precipitation (in cm) of the log-transformed data.

Please clarify each step of the solution.

In: Civil Engineering

The annual precipitation measurements (Pi in cm) for M city, over a 20year period are shown...

  1. The annual precipitation measurements (Pi in cm) for M city, over a 20year period are shown in the following table. Determine the mean, standard deviation, and skew coefficient for this series.

Year

Pi(cm)

Year

Pi(cm)

1999

44.2

2010

39.2

2000

47.6

2011

38.3

2001

38.5

2012

46.1

2003

35.8

2013

33.1

2004

40.2

2014

35.0

2005

41.2

2015

39.3

2006

39.8

2016

42.0

2007

39.7

2017

41.7

2008

40.5

2019

37.7

2009

42.5

2019

36.6

  1. Annual precipitation measurements (Pi in cm) for M City, were given in Problem 1. Determine the magnitude of the 10-year precipitation depth if the data fit:
  1. the normal distribution.
  2. the Gumbel distribution.

How many times was the P10 (normal) exceeded in the 20-year annual precipitation record given in Problem 1 ?

Please clarify each step of the solution

In: Civil Engineering

Compare AASHTO with the ASTM and come with a conclusion which one is more restricted? And...

Compare AASHTO with the ASTM and come with a conclusion which one is more restricted? And do you think it is a valid restriction? And is the restriction valid for our infrastructure durability ?

In: Civil Engineering

Q12. Read the case study below and answer the questions that follow: A local property manager...

Q12. Read the case study below and answer the questions that follow:
A local property manager only deals with landlords and tenants in the residential and commercial sector. In the commercial sector, the only landlords & tenants accepted are those connected to office spaces. Thus, the property manager prefers to avoid retail spaces and other types of leases that involve high amounts of risk and frequent maintenance and/or repairs.


Q12.b. Explain how a government-approved Municipal Information System would help all stakeholders. Your answer should include:
i. A brief description of Municipal Information Systems.
ii. An explanation of two (2) new services that would be impossible without the
proposed system.
iii. An opinion about how governments can use Municipal Information Systems to
improve the productivity of businesses in the future especially keeping recent situations in mind.

In: Civil Engineering

) List five different advantages of composite materials over conventional materials.

) List five different advantages of composite materials over conventional materials.

In: Civil Engineering

A metallic ore deposit of massive shape is given. The ore is reasonably strong to support...

A metallic ore deposit of massive shape is given. The ore is reasonably strong to support itself. The rock above the ore is weak and cavable, and it can break into medium size pieces when unsupported. The ore grade is low and the ore grade distribution is consistent. A high-scale production rate is required. What kind of underground mining methods can be applied to extract this mineral deposit? Explain, in details, the type of mining method that you found for this ore deposit, provide illustrations.

In: Civil Engineering

Explain the importance of coefficient of uniformity and coefficient of curvature.

Explain the importance of coefficient of uniformity and coefficient of curvature.

In: Civil Engineering