Welcome, visitor! [ Login

 

Spilker, J.J., et al., (1999) Proposed New Civil GPS Signals at 1176.45 MHz, 12th Int. Tech. Meeting of the Satellite Division of the U.S. Inst. of Navigation, Nashville, Tennessee, 14-17 September, 1717-1725.

  • Listed: 14 May 2026 23 h 56 min

Description

Spilker, J.J., et al., (1999) Proposed New Civil GPS Signals at 1176.45 MHz, 12th Int. Tech. Meeting of the Satellite Division of the U.S. Inst. of Navigation, Nashville, Tennessee, 14-17 September, 1717-1725.

**Spilker, J.J., et al., (1999) Proposed New Civil GPS Signals at 1176.45 MHz, 12th Int. Tech. Meeting of the Satellite Division of the U.S. Inst. of Navigation, Nashville, Tennessee, 14‑17 September, 1717‑1725**

When the 1999 paper by James J. Spilker and his colleagues first suggested a new civil GPS signal at **1176.45 MHz**, it marked a pivotal moment in the evolution of **satellite navigation**. The proposal, presented at the 12th International Technical Meeting of the Satellite Division of the U.S. Institute of Navigation in Nashville, was more than just a technical footnote—it laid the groundwork for today’s **GNSS modernization** efforts that promise higher accuracy, improved reliability, and expanded services for civilian users worldwide.

### The Context: Why a New Frequency Was Needed

By the late 1990s, the original **L‑band GPS signals** (L1 at 1575.42 MHz and L2 at 1227.60 MHz) were already heavily utilized by both military and civilian applications. However, increasing demand for **high‑precision positioning**, especially in fields like surveying, aviation, and autonomous vehicle navigation, exposed limitations such as signal congestion and vulnerability to interference. Spilker’s team recognized that introducing an additional **civilian‑only frequency** could alleviate these pressures while also offering better **multipath resistance** and enhanced **ionospheric correction** capabilities.

### Technical Highlights of the 1176.45 MHz Proposal

The proposed signal at **1176.45 MHz**—later known as the **L5 band** in the modern GPS constellation—was designed with several key features:

1. **Wideband Modulation**: A broader bandwidth would enable finer **range resolution**, translating to centimeter‑level positioning accuracy under optimal conditions.
2. **Robust Error‑Correcting Codes**: Advanced coding schemes would improve **signal integrity**, making the signal more resilient to noise and intentional jamming.
3. **Compatibility with Existing Receivers**: By selecting a frequency that sits neatly between the established L1 and L2 carriers, the new signal could be integrated with minimal hardware redesign, facilitating a smoother transition for manufacturers.

These technical choices reflected a forward‑looking vision: a **multi‑frequency civil GPS architecture** that could support emerging applications like **real‑time kinematic (RTK) positioning**, **precision agriculture**, and **urban canyon navigation**.

### Impact on Modern GNSS Constellations

Fast‑forward two decades, and the concepts introduced by Spilker et al. have become reality. The **GPS L5 signal** is now an integral component of the **U.S. Global Positioning System**, offering a **dual‑frequency** solution when paired with L1. This dual‑frequency capability dramatically reduces ionospheric errors, a major source of positioning uncertainty. Moreover, the success of the L5 initiative spurred other global constellations—**Europe’s Galileo (E5)**, **China’s BeiDou (B2)**, and **Russia’s GLONASS (L3)**—to adopt similar **civil‑only frequency bands**, fostering a more interoperable **global navigation satellite system (GNSS)** ecosystem.

### Real‑World Applications Powered by the New Signal

The ripple effects of the 1176.45 MHz proposal are evident across multiple industries:

– **Aviation**: Enhanced **GBAS (Ground‑Based Augmentation System)** performance supports **Category III** landings in low‑visibility conditions.
– **Surveying & Construction**: Surveyors now routinely achieve **sub‑centimeter accuracy** without relying on expensive, single‑frequency equipment.
– **Autonomous Vehicles**: Multi‑frequency GNSS receivers provide the redundancy needed for **safe navigation** in complex urban environments.
– **Disaster Response**: More reliable positioning improves the coordination of **search‑and‑rescue teams** during emergencies.

### Looking Ahead: The Legacy of Spilker’s Vision

The 1999 citation may read like a technical abstract, but its legacy is woven into the fabric of everyday life. As the world moves toward **5G integration**, **Internet of Things (IoT) positioning**, and **space‑based augmentation**, the principles behind the 1176.45 MHz civil GPS signal continue to guide research and development. Future upgrades—such as **L‑band augmentation satellites** and **inter‑system bias correction**—will likely trace their conceptual lineage back to the pioneering work of Spilker and his collaborators.

In short, the proposal for a new civil GPS signal at **1176.45 MHz** was not merely a frequency suggestion; it was a catalyst for a more resilient, accurate, and accessible global navigation infrastructure. For anyone interested in the **future of GPS technology**, understanding this milestone provides essential insight into how **satellite navigation** has evolved from a military utility into an indispensable civil resource.

No Tags

23 total views, 8 today

  

Listing ID: N/A

Report problem

Processing your request, Please wait....

Sponsored Links

 

Dai, L., Wang, J. and Rizos, C. (2001) The role of pseudosatellite signals ...

Dai, L., Wang, J. and Rizos, C. (2001) The role of pseudosatellite signals in precise GPS-based positioning. Journal of Geospatial Engineering, 3(1): 33-44. Okay, I […]

3 total views, 3 today

 

Cramer, M., (2003) Integrated GPS/inertial and digital aerial triangulation...

Cramer, M., (2003) Integrated GPS/inertial and digital aerial triangulation: Recent test results. In: D. Fritsch (Editor), Photogrammetric Week ’03, Herbert Wichmann Verlag, Heidelberg, pp. 161?72. […]

3 total views, 3 today

 

Coleman, T.F. (2006) Optimization Toolbox. The MathWorks, Natick, MA, USA.

Coleman, T.F. (2006) Optimization Toolbox. The MathWorks, Natick, MA, USA. **Coleman, T.F. (2006) Optimization Toolbox. The MathWorks, Natick, MA, USA.** — When you see a […]

4 total views, 4 today

 

Choi, I.K., Wang, J., Han, S. and Rizos, C. (2000) Pseudolites: a new tool ...

Choi, I.K., Wang, J., Han, S. and Rizos, C. (2000) Pseudolites: a new tool for surveyors? 2nd Trans Tasman Survey Congress, Queenstown, New Zealand, pp. […]

2 total views, 2 today

 

Bouska, C.T.J. and Raquet, J.F. (2003) Tropospheric Model Error Reduction i...

Bouska, C.T.J. and Raquet, J.F. (2003) Tropospheric Model Error Reduction in Pseudolite Based Positioning Systems. ION GPS/GNSS 2003, Portland OR, USA, pp. 390-298. “Bouska, C.T.J. […]

3 total views, 3 today

 

Biberger, R.J., Teuber, A., Pany, T. and Hein, G.W. (2003) Development of a...

Biberger, R.J., Teuber, A., Pany, T. and Hein, G.W. (2003) Development of an APL Error Model for Precision Approaches and Validation by Flight Experiments. In: […]

4 total views, 4 today

 

Bernese (1999) Bernese GPS Software Manual, University of Bern.

Bernese (1999) Bernese GPS Software Manual, University of Bern. **Bernese (1999) Bernese GPS Software Manual, University of Bern.** *Unlocking the Power of Precise Positioning: A […]

2 total views, 2 today

 

Barltrop, K.J., Stafford, J.F. and Elrod, B.D. (1996) Local DGPS With Pseud...

Barltrop, K.J., Stafford, J.F. and Elrod, B.D. (1996) Local DGPS With Pseudolite Augmentation and Implementation Considerations for LAAS. In: ION (Editor), GPS, Kassas City MO. […]

2 total views, 2 today

 

Abdullah, Q.A., Hussain, M. and Munjy, R (2002) Airborne GPS-controlled Aer...

Abdullah, Q.A., Hussain, M. and Munjy, R (2002) Airborne GPS-controlled Aerial-triangulation: Theory and Pratical Concepts. ASPRS/ACSM 2002, Washington, DC. Okay, I need to write a […]

3 total views, 3 today

 

Stansell, Jr., T. A. (1986) RTCM CS-104 Recommended Pseudolite Signal Speci...

Stansell, Jr., T. A. (1986) RTCM CS-104 Recommended Pseudolite Signal Specification. Global Positioning System, volume III. **Stansell, Jr., T. A. (1986) RTCM CS-104 Recommended Pseudolite […]

3 total views, 3 today

 

Dai, L., Wang, J. and Rizos, C. (2001) The role of pseudosatellite signals ...

Dai, L., Wang, J. and Rizos, C. (2001) The role of pseudosatellite signals in precise GPS-based positioning. Journal of Geospatial Engineering, 3(1): 33-44. Okay, I […]

3 total views, 3 today

 

Cramer, M., (2003) Integrated GPS/inertial and digital aerial triangulation...

Cramer, M., (2003) Integrated GPS/inertial and digital aerial triangulation: Recent test results. In: D. Fritsch (Editor), Photogrammetric Week ’03, Herbert Wichmann Verlag, Heidelberg, pp. 161?72. […]

3 total views, 3 today

 

Coleman, T.F. (2006) Optimization Toolbox. The MathWorks, Natick, MA, USA.

Coleman, T.F. (2006) Optimization Toolbox. The MathWorks, Natick, MA, USA. **Coleman, T.F. (2006) Optimization Toolbox. The MathWorks, Natick, MA, USA.** — When you see a […]

4 total views, 4 today

 

Choi, I.K., Wang, J., Han, S. and Rizos, C. (2000) Pseudolites: a new tool ...

Choi, I.K., Wang, J., Han, S. and Rizos, C. (2000) Pseudolites: a new tool for surveyors? 2nd Trans Tasman Survey Congress, Queenstown, New Zealand, pp. […]

2 total views, 2 today

 

Bouska, C.T.J. and Raquet, J.F. (2003) Tropospheric Model Error Reduction i...

Bouska, C.T.J. and Raquet, J.F. (2003) Tropospheric Model Error Reduction in Pseudolite Based Positioning Systems. ION GPS/GNSS 2003, Portland OR, USA, pp. 390-298. “Bouska, C.T.J. […]

3 total views, 3 today

 

Biberger, R.J., Teuber, A., Pany, T. and Hein, G.W. (2003) Development of a...

Biberger, R.J., Teuber, A., Pany, T. and Hein, G.W. (2003) Development of an APL Error Model for Precision Approaches and Validation by Flight Experiments. In: […]

4 total views, 4 today

 

Bernese (1999) Bernese GPS Software Manual, University of Bern.

Bernese (1999) Bernese GPS Software Manual, University of Bern. **Bernese (1999) Bernese GPS Software Manual, University of Bern.** *Unlocking the Power of Precise Positioning: A […]

2 total views, 2 today

 

Barltrop, K.J., Stafford, J.F. and Elrod, B.D. (1996) Local DGPS With Pseud...

Barltrop, K.J., Stafford, J.F. and Elrod, B.D. (1996) Local DGPS With Pseudolite Augmentation and Implementation Considerations for LAAS. In: ION (Editor), GPS, Kassas City MO. […]

2 total views, 2 today

 

Abdullah, Q.A., Hussain, M. and Munjy, R (2002) Airborne GPS-controlled Aer...

Abdullah, Q.A., Hussain, M. and Munjy, R (2002) Airborne GPS-controlled Aerial-triangulation: Theory and Pratical Concepts. ASPRS/ACSM 2002, Washington, DC. Okay, I need to write a […]

3 total views, 3 today

 

Stansell, Jr., T. A. (1986) RTCM CS-104 Recommended Pseudolite Signal Speci...

Stansell, Jr., T. A. (1986) RTCM CS-104 Recommended Pseudolite Signal Specification. Global Positioning System, volume III. **Stansell, Jr., T. A. (1986) RTCM CS-104 Recommended Pseudolite […]

3 total views, 3 today