User Tools

Site Tools


mass_haul

Differences

This shows you the differences between two versions of the page.

Link to this comparison view

Next revision
Previous revision
mass_haul [2018/11/08 19:20]
bill_coggins created
mass_haul [2018/11/15 15:14] (current)
bill_coggins
Line 1: Line 1:
 ===== Mass Haul ===== ===== Mass Haul =====
  
-The beginning ​of this page is intended ​to set the stage so that common ground exists ​for readers.  Mass Haul is the movement of material. ​ Typically dirt or rock.  Mass haul calculations are made in order to determine the logistics of moving materials: how, when and with what.  A mass haul analysis is done with a __mass haul diagram__ and a mass haul report. ​ The diagram is a graphical representation of the movement of materials and the report ​is has the details of amounts, ordering and stations locations. ​ Note that mass haul analysis is most commonly done for road construction.+==== Specific Agtek Software Behavior ==== 
 + 
 +The highway portion ​of the software processes the mass haul from the beginning ​to the end.  The diagram is first divided into regions ​that cross the zero axis.  Then that region is processed going thru local minima/​maxima first from beginning to end for defined haul brackets.  ​When you get into large haul brackets they can span multiple smaller local balance regions. 
 + 
 +The haul balance regions are calculated automatically from beginning to end and the user does not have the ability to choose the balance order. However, the user can add borrow/​spoil locations which will cause the diagram to be reprocessed. Borrow/​Spoil act over the length between 2 cross-sections at that location. 
 +  
 +==== Mass Haul Theory ==== 
 + 
 +Mass Haul is the movement of material. ​ Typically dirt or rock.  Mass haul calculations are made in order to determine the logistics of moving materials: how, when and with what.  A mass haul analysis is done with a __mass haul diagram__ and a mass haul report. ​ The diagram is a graphical representation of the movement of materials and the report has the details of amounts, ordering and stations locations. ​ Note that mass haul analysis is most commonly done for road construction. 
 + 
 +==== Mass Haul Diagram ====
  
 **Figure 1:** **Figure 1:**
  
-{{:​masshauldiagram2.png?​direct&​250|}} +{{ :​masshauldiagram2.png?​direct&​250|}} 
-{{:​masshauldiagram.png?​direct&​500 |}}+{{ :​masshauldiagram.png?​direct&​500 |}}
  
 A Mass Haul Diagram in its simplest for is a line drawn on x-y axis (Figure 1). One axis is the material volume and the other axis is the station location or distance along the road. The orientation can be portrait or landscape. ​ The line drawn on the coordinate system describes the accumulation of the volume of material as one progresses down the road.  If the line is moving up it is in a **CUT** situation and material volume is increasing. If it is moving down it is in a **FILL** situation and material volume is decreasing. Note that it is possible to have a negative volume. ​ That means the project needs material. A Mass Haul Diagram in its simplest for is a line drawn on x-y axis (Figure 1). One axis is the material volume and the other axis is the station location or distance along the road. The orientation can be portrait or landscape. ​ The line drawn on the coordinate system describes the accumulation of the volume of material as one progresses down the road.  If the line is moving up it is in a **CUT** situation and material volume is increasing. If it is moving down it is in a **FILL** situation and material volume is decreasing. Note that it is possible to have a negative volume. ​ That means the project needs material.
  
 +==== Mass Haul Balance ​ ====
 **Figure 2:** **Figure 2:**
  
 {{ :​masshaulbalanceline.png?​direct&​800 |}} {{ :​masshaulbalanceline.png?​direct&​800 |}}
 When the mass haul line is above a zero (0) volume the project is in a general **CUT** condition. When the mass haul line is below a zero (0) volume the project is in a general **FILL** condition. If you draw a line thru the mass haul line at a constant volume any 2 points where the constant value and the mass haul line intersect describe a __**balance**__ of materials: an equal amount of cut and fill material. ​ So in Figure 2 points A-B, A-C, A-D describe a balance of material. Note that is can be any 2 points so C-B also describes a balance. ​ When the mass haul line is above a zero (0) volume the project is in a general **CUT** condition. When the mass haul line is below a zero (0) volume the project is in a general **FILL** condition. If you draw a line thru the mass haul line at a constant volume any 2 points where the constant value and the mass haul line intersect describe a __**balance**__ of materials: an equal amount of cut and fill material. ​ So in Figure 2 points A-B, A-C, A-D describe a balance of material. Note that is can be any 2 points so C-B also describes a balance. ​
- + 
 +**Figure 3:** {{ :​masshaulcut2fill.png?​direct&​800 |}} 
 + 
 +The direction does not matter as one always moves material from cut to fill.  So in a way you are forced into a direction. ​ However there is an impact to order. ​ In Figure 3. we show a balance for A-B and another balance for B-C.  But if you do A-B you cannot do B-C and vice-versa. ​ In this case the volume of material necessary to go from B to the axis is moved TWICE. ​ So if you tried to balance A-B and B-C you'd end up with a pile of material near B. The point of Figure 3 is to show that material can move "​forward"​ or "​backward"​. Note that while any 2 points describe a balance typically a point is not skipped so moving material from A to C would be highly unusual. Figure 4 shows an acceptable balance of the 2 areas. 
 + 
 +**Figure 4:** {{ :​masshaulbalancevol.png?​direct&​800 |}} 
 + 
 +==== Balance Volume ==== 
 + 
 +The volume of material is measured by the height of the balance region at the minimum/​maximum point to the balance line.  In Figure 4 the balance line is the zero line for balance regions 1 and 2.  The balance line for regions 3 and 5 goes thru point 4. Balance region 4 has a balance line that goes thru point 6 and a maximum at point 4.  In addition to the volume to be moved it is good to know the average distance the material will be moved. ​ This is done by finding the points corresponding to half of the volume. ​ See Balance region 2 points F and G. The distance between theses 2 points is the average haul distance. 
 + 
 +==== Haul Distance ==== 
 + 
 +Haul distances are important because different machines are used to move material different distances. So within a balance region we subdivide it into haul ranges such as < 200 ft, 200 - 1000 ft, and > 1000 ft.  The volumes for each range are found by intersecting the balance region by 2 points 200 ft apart and 1000 ft apart. ​ The volume of each range is the height of that range. 
 + 
 +==== In-station volume ==== 
 + 
 +There is actually a haul distance that is not "​measured."​ It is common to cut material from say the left side and place it on the right side at the same station. ​ This is known as **in-station** volume. ​ The volume is measurable but the distance is assumed to be zero.  A project with lots of in-station volume may not appear to haul much material but it will have a very busy dozer operator. 
 + 
 +==== Borrow/​Spoil ==== 
 + 
 +Finally, it is rare to have a project with the same amount of cut as fill.  That means it is common to need to either bring in extra material (Borrow) or haul away excess material (Spoil) In a mass haul diagram these are represented by vertical jumps in the graph. ​ The borrow goes up (or to the right) and the spoil goes down (or to the left). Typically these span 2 cross-sections. ​ If you look at the diagrams shown above the project appears to have excess material at the end and will need to haul it away. 
mass_haul.1541704839.txt.gz · Last modified: 2018/11/08 19:20 by bill_coggins