- Issue 66
- Gridding Data with Conditional Z Values in Surfer® 10
- Obtaining Basic Statistical Information in Grapher™ 9
- How to Animate Time Series Data in Voxler® 2
- Analyze Map Boundary Data Using the Query Command in MapViewer™ 7
- Golden Software’s Website Has a New Look
- Issue 65
- Experience the newest version of Grapher: Grapher 9
- Customizing Fit Curves and Confidence Intervals in Grapher 9
- How To Create a Well Construction Log in Strater
- Visualizing the Path and Intensity of the Joplin Tornado in MapViewer 7
- Transforming Data in Voxler 2
- Geospatially Analyze Sports Performance in Surfer 10 and Didger 4
- Check Out The Golden Software Blog
- Issue 64
- Golden Software is excited to announce the release of Surfer 10!
- Using Map Projections in Surfer 10
- Using the New Contour Level Method in Surfer 10
- Importing Contours from Surfer into Google EarthTM
- Fordhall Farm Archaeology Project 2009
- Industrial and Regulatory Applications of Surfer
- Issue 63
- Golden Software is Excited to Announce the Release of Strater 2!
- Strater 2: How To Display Lithology Data
- Starter 2: Displaying Logs for Multiple Boreholes
- Starter 2: Filling Line Logs with Variable Color Fill
- Starter 2: Utilizing the Line/Symbol Log Enhancements
- Issue 62
- Gridding and Displaying Lake Bathymetry Data Using Surfer Part 1
- Surfer: Displaying Lake Bathymetry with Local Terrain Data Part 2
- Converting Post-processed MapViewer 7 Data to Display on Google Earth
- Grapher 8 and Didger 4: Exportin Fit Curves and Resampling
- Didger 4: Projection and Datum Tips
- New Surfer and Grapher Upgrades Available
- New Website Tools for All Users
- Issue 61
- Grapher 8: Using the Graph Magnifier
- Grapher 8: Creating Professional Partially Transparent Graphs
- Grapher 8: Comparing Data Sets Using Radar Plots
- Grapher 8: Changing and Using Templates
- Grapher 8: Creating and Using Bar Charts
- Issue 60
- Golden Software is excited to announce the release of Surfer 9!
- Taking Advantage of the New and Improved Base Map Functionality!
- Using Georeferenced Imagery and Transparency in Surfer 9
- How to Convert the Projection of a Map in Surfer 9
- How to Overlay Maps in Surfer 9
- How to Set the View, Scale and Limits in Surfer 9
- Issue 59
- Surfer Used For Smooth Ride in Pick-up Trucks
- How to Geocode Addresses with MapViewer 7
- How to Get the Most Out of the Vectorize Image Command in Didger 4
- Strater: Using Schemes to Create Uniform Logs
- Creating Voxler Vector Maps from Surfer Grid Files
- Issue 58
- Golden Software Job Opportunity!
- Surfer – View Your Data before Calculating Volumes
- Digitizing Logs and Exporting a Single-Line or Multi-Line LAS file Using Didger 4
- Easy Axis Edits to Enhance a Graph
- MapViewer 7:Creating a Pin Map with City and State as the Locator Method in MapViewer 7
- User Article: The Florida Everglades, From A National Park Service Hydrologist’s Eye
- Issue 57
- Golden Software at GSA in Denver!
- Surfer: Displaying an Area of Interest
- Grapher: Creating a Script using the Script Recorder
- Didger: Easily Change the Properties of All Objects with a Specific ID Value
- Voxler: Positioning a Cross Section Bitmap Vertically
- Issue 56
- Creating and Displaying Cross Sections in Surfer
- Combining Grapher with Surfer to Display Cross Sections
- Didger 3: Removing the Black Border After Warping an Image
- Program Updates Available - Didger 3.07 - Grapher 6.2
- Issue 55
- MapViewer 6: Using a Mask to Limit the Display of a Map
- Surfer Tip: Refresh Your Maps with New Versions of Files
- MapViewer 6 Tip: Double-Click Toolbar Buttons to Use Repeatedly
- Strater: Importing Image Files into the Log Pane
- Program Updates Available: Grapher 6.1 - MapViewer 6.2 - Strater 1.4
- Issue 54
- Methods to Remove Noisy Data in Surfer 8
- Working with Shapefiles in MapViewer 6
- Using Didger 3 to Digitize a Paper Well Log and Export as LAS
- Issue 53
- Removing the Map Collar from a DRG File in Didger 3 and Exporting as a GeoTIFF without Losing Resolution
- Mapping Election Results with MapViewer 6
- Using Surfer and Grapher for Stream Flow Visualization
- Program Updates Available Grapher 5.04 - MapViewer 6.01 - Strater 1.03
- Golden Software at AAG 2005!
- Issue 52
- Using Shuttle Radar Topography Mission (SRTM) Data in Surfer
- Strater: Plotting Logs for Multiple Boreholes in one Borehole View
- MapViewer: Selecting Objects, Part 3
- Grapher 5: Creating Multiple Plots/Axes on One Graph
- Program Updates Available- Grapher 5.03 - Strater 1.02
- Visit us at the GSA Annual Meeting, Nov 7 - 10 in Denver
- We'll be at the AGU Fall Meeting Dec 13 - 17 in San Francisco
- Special Edition:
- MapViewer 6 Product Details
- What's New in MapViewer 6
- MapViewer 6 Brochure
- Secure Online Order Form
- Issue 51
- Strater - Template Files Display Well Log Data
- Surfer 8 - Calculate the Z Value At Any XY Point in a Surfer Grid File
- Grapher 5 - New and Updated Features
- Program Updates Available- Surfer 8.05 - Grapher 5.02 - Didger 3.06 - Strater 1.01
- Golden Software at Rocky Mountain Natural Gas 2004 Conference
- Issue 50
- Surfer 8:Using GPS Data with Surfer and Grapher
- Didger 3: Changing the Projection of an Image with an ESRI World File
- MapViewer: Selecting Objects, Part 2
- Surfer 8.04 Update Is Available
- MapViewer 5.01 Update Is Available
- Issue 49
- Didger 3: Removing the Black Border After Warping an Image
- Surfer 8: Creating a Variogram Map and Surface
- MapViewer 5: Selecting Objects, Part 1
- Visit Golden Software at the 2003 Denver Prospect Fair and TechnoFest
- Didger 3.05 Update Is Available
- Grapher 4.03 Update Is Available
- Issue 48
- Surfer: Converting Drawn Objects from Page Coordinates to Map Coordinates
- Using Didger to Convert the Coordinate System of a Vector File
- Augmenting MapViewer Boundary Data with USGS DLGs
- Surfer 8.03 Update Is Available
- Grapher 4.02 Update Is Available
|
Surfer Used For Smooth Ride in Pick-up Trucks Jim Juriga, V.P. Advanced Engineering
SANLUIS Rassini International SANLUIS Rassini has been working on a suspension design project that takes the conventional "Hotchkiss" (leaf spring) rear suspension used on all pickup trucks and adds new features which will allow it to live well into the 21st century. The purpose of this article is to quickly identify how Surfer is used to couple the front and rear spring rates so the rider experiences smooth vertical motion and the vehicle does not pitch back and forth. If you are not familiar with the traditional pick-up truck rear suspension, it consists of a 2-stage leaf spring bolted to a solid axle (Fig 1). The leaf spring is designed to have 2 distinctly different stiffness values (or rates) which change passively as a function of vertical axle deflection. When the vehicle is lightly loaded, you ride on what is known as the 1st stage. When the vehicle is ballasted or loaded, the suspension compresses and engages a second stage plate which elevates the overall stiffness of the system (Fig 2 and 3). ![]() Figure 1. The traditional pick-up truck rear suspension consists of a 2-stage leaf spring (red) bolted to a solid axle (purple). ![]() Figure 2. When the vehicle is heavily loaded, the 4th plate (shown in orange) is engaged (2nd stage). ![]() Figure 3. This image shows the traditional force/deflection diagram of a 2-stage leaf spring. When the vehicle is loaded and the second stage plate is engaged (indicated by red dot), the spring rate increases showing an increase is stiffness. The front suspension on a pick-up truck is only 1-stage. It is important to understand the distribution of mass in the vehicle and to match the front and the rear suspension stiffnesses (spring rates) such that the vehicle does not behave erratically. Both the front and rear suspensions have individual stiffness maps like Figure 3, so it is important to understand how the rates need to change based on vehicle mass distribution to give the driver and passengers a sense of smooth ride without disturbing oscillations. This is known and Pitch and Bounce mapping. The 3-dimensional relationship between the many possible front and rear suspension spring rates of a given vehicle and how they interact to provide driver comfort are shown in Figures 4-8. This is where Surfer is the tool of choice for visualizing how these values interact. The desired front and rear spring rate combination is where the pitch frequency is less than 1.7 (Figures 4 and 5), the bounce frequency is less than 1.4 (Figure 6), and the pitch frequency to bounce frequency ratio is less than 1.2 (Figure 7). These rates need to hold true for both maximum load (a full cargo bed) and passenger load (empty cargo bed). ![]() Figure 4. Pitch frequency maps for (a) maximum load and (b) passenger load (b). Front and rear spring rates are plotted using pitch frequency as the Z value. Based on the known maximum pitch frequency of 1.7 CPS, the ranges of front and rear spring rates for maximum and passenger loads were determined. For maximum load, the front spring rate needs to be between 20-55 N/mm and the rear spring rate needs to be 50 N/mm or less. For the passenger load, the front spring rate needs to be less than 30 N/mm and the rear spring rate needs to be less than 27 N/mm. ![]() Figure 5. "Go"/"No Go" maps for pitch frequency for (a) maximum load and (b) passenger load. This is a visual depiction of acceptable pitch frequencies and compliments the Pitch Frequency Maps in Figure 4. All pitch frequencies below 1.7 (which are desired) are given a Z value of 1. Pitch frequencies above 1.7 are given a Z value of 0. This immediately shows you what front and rear spring rate combinations are compatible with an acceptable pitch frequency. These areas are shown as high values in blue. ![]() Figure 6. Bounce frequency maps for maximum load (a) and passenger load (b). Front and rear spring rates are plotted using bounce frequency as the Z value. Based on the known maximum bounce frequency of 1.4 CPS, the ranges of front and rear spring rates for maximum and passenger loads were determined. For maximum load, the front spring rate needs to be less than 25 N/mm and the rear spring rate needs to be less than 50 N/mm. For the passenger load, the front spring rate needs to be between 25-40 N/mm and the rear spring rate needs to be less than 22 N/mm. ![]() Figure 7. “Go” / “No Go” maps for pitch:bounce frequency ratio for (a) maximum load and (b) passenger load. This is a visual depiction of acceptable combinations of front and rear spring rates resulting in satisfactory pitch:bounce frequency ratio of rear/front <1.2. All pitch:bounce frequency ratios below 1.2 (which are desired) are given a Z value of 1. Pitch:bounce frequency rations above 1.2 are given a Z value of 0. This immediately shows you what front and rear spring rate combinations are compatible with an acceptable pitch:bounce frequency ratio. These areas are shown as high values in blue. Figure 7 clearly shows that although there are a number of front and rear spring rate combinations that would satisfy the pitch:bounce frequency ratio at maximum load, there is only one unique solution that satisfies the pitch:bounce frequency ratio at passenger load. The rear spring is a dual rate, and the transition from 1st to 2nd stage is progressive. It can begin with 20-22 N/mm and progress to 50 N/mm or higher with the 2nd stage plate. Therefore, there is larger tolerance in the spring rates allowed on the rear. The front spring is a single rate spring, which requires a tighter tolerance in the spring rates. Figure 7b focuses on the required rate for the front suspension. When discussing the complex nature of spring rate mapping, a numeric spreadsheet of data causes people to "glaze-over". A 3D map of the same information using Surfer gets people excited and interested in understanding how everything converges, taking equations and large amounts of data and putting them into a picture anyone can understand. Once we have mapped the many combinations of front and rear spring rates, Surfer makes it easy to "see" the proper combination to give the smoothest ride. Mr. Juriga attended the General Motors Institute and worked for General Motors (8 years) and Eaton Suspension Division (9 years) before joining SANLUIS Rassini, the world's largest designer and producer of leaf springs for light vehicles, in 1997. For more information about SANLUIS Rassini, please visit www.sanluisrassini.com. SANLUIS Rassini received anEditor’s Choice award from Popular Mechanics for their work. Mr Juriga says that this is "thanks largely to the work Surfer helped me do in the design process." |
February 02, 2012
Snow Depth Map for Colorado Ski Resorts
Interested in creating a cool map of snow depth for Colorado Ski Resorts? Here's how to do it!
First you'll need to get the snow depth information... Read More









