37

Figure 2.1: Map of hydrometeorological station network in Ca River basin
Currently, there are 16 hydrological stations in the basin (Table 2.2 ) including:
+ 08 level I hydrological stations: My Ly, Quy Chau, Nghia Khanh, Muong Xen, Dua, Yen Thuong, Hoa Duyet and Son Diem; measurement factors are water level, rainfall, flow, alluvium. My Ly hydrological station is a dedicated station located in the upper reaches of Nam Non river, serving the operation of Ban Ve reservoir.
+ 05 level III hydrological stations in river areas not affected by tides: Thach Giam, Con Cuong, Do Luong, Nam Dan, Chu Le; measurement factors are water level and rainfall.
+ 04 level III hydrological stations in tidal river areas: Cho Trang, Ben Thuy, Cua Hoi, Linh Cam. Ben Thuy station is managed by the Department of Agriculture and Rural Development of Nghe An province.
Table 2.2: List of hydrological stations operating in the Ca River basin
TT
Station name | Basin river | Coordinates | Important factors measurement | Five years measurement | |
1 | My Ly | Chief | 19°37'59'' - 104°18'48'' | X, H, Q | 2010 - present |
2 | Muong Xen | Tomb | 19°24'17'' - 104°08'25'' | X, H, Q, T | 1969 - present |
3 | Stone Temple | Chief | 19°15'54'' - 104°28'00'' | X, H, T | 1959 - present |
4 | Con Cuong | - | 19°02'49'' - 104°53'17'' | X, H, T | 1962 - present |
5 | Quy Chau | Filial | 19°33'07'' - 105°05'45'' | X, H, Q, ρ, T | 1961 - present |
6 | Nghia Khanh | - | 19°12'22'' - 105°23'35'' | X, H, Q, ρ, T | 1969 - present |
7 | Coconut | Chief | 18°59'15'' - 105°02'43'' | X, H, Q, ρ, T | 1959 - present |
8 | Do Luong | - | 18°54'48'' - 105°17'57'' | X, H, T | 1962 - present |
9 | Yen Thuong | - | 18°41'14'' - 105°26'22'' | X, H, Q, ρ, T | 1968 - present |
10 | Nam Dan | - | 18°41'47'' - 105°29'46'' | X, H, T | 1962 - present |
11 | Zhou Li | Thousand Deep | 18°10'55'' - 105°42'05'' | X, H, T | 1974 - present |
12 | Hoa Duyet | - | 18°23'08'' - 105°35'57'' | X, H, Q, ρ, T | 1959 - present |
12 | Son Diem | Thousand Streets | 18°30'25'' - 105°21'55'' | X, H, Q, ρ, T | 1961 - present |
13 | Intuition | La | 18°31'35'' - 105°33'18'' | X, H, T | 1963 - present |
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Qos Assurance Methods for Multimedia Communications
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low. The EF PHB requires a sufficiently large number of output ports to provide low delay, low loss, and low jitter.
EF PHBs can be implemented if the output port's bandwidth is sufficiently large, combined with small buffer sizes and other network resources dedicated to EF packets, to allow the router's service rate for EF packets on an output port to exceed the arrival rate λ of packets at that port.
This means that packets with PHB EF are considered with a pre-allocated amount of output bandwidth and a priority that ensures minimum loss, minimum delay and minimum jitter before being put into operation.
PHB EF is suitable for channel simulation, leased line simulation, and real-time services such as voice, video without compromising on high loss, delay and jitter values.
Figure 2.10 Example of EF installation
Figure 2.10 shows an example of an EF PHB implementation. This is a simple priority queue scheduling technique. At the edges of the DS domain, EF packet traffic is prioritized according to the values agreed upon by the SLA. The EF queue in the figure needs to output packets at a rate higher than the packet arrival rate λ. To provide an EF PHB over an end-to-end DS domain, bandwidth at the output ports of the core routers needs to be allocated in advance to ensure the requirement μ > λ. This can be done by a pre-configured provisioning process. In the figure, EF packets are placed in the priority queue (the upper queue). With such a length, the queue can operate with μ > λ.
Since EF was primarily used for real-time services such as voice and video, and since real-time services use UDP instead of TCP, RED is generally
not suitable for EF queues because applications using UDP will not respond to random packet drop and RED will strip unnecessary packets.
2.2.4.2 Assured Forwarding (AF) PHB
PHB AF is defined by RFC 2597. The purpose of PHB AF is to deliver packets reliably and therefore delay and jitter are considered less important than packet loss. PHB AF is suitable for non-real-time services such as applications using TCP. PHB AF first defines four classes: AF1, AF2, AF3, AF4. For each of these AF classes, packets are then classified into three subclasses with three distinct priority levels.
Table 2.8 shows the four AF classes and 12 AF subclasses and the DSCP values for the 12 AF subclasses defined by RFC 2597. RFC 2597 also allows for more than three separate priority levels to be added for internal use. However, these separate priority levels will only have internal significance.
PHB Class
PHB Subclass
Package type
DSCP
AF4
AF41
Short
100010
AF42
Medium
100100
AF43
High
100110
AF3
AF31
Short
011010
AF32
Medium
011100
AF33
High
011110
AF2
AF21
Short
010010
AF22
Medium
010100
AF23
High
010110
AF1
AF11
Short
001010
AF12
Medium
001100
AF13
High
001110
Table 2.8 AF DSCPs
The AF PHB ensures that packets are forwarded with a high probability of delivery to the destination within the bounds of the rate agreed upon in an SLA. If AF traffic at an ingress port exceeds the pre-priority rate, which is considered non-compliant or “out of profile”, the excess packets will not be delivered to the destination with the same probability as the packets belonging to the defined traffic or “in profile” packets. When there is network congestion, the out of profile packets are dropped before the in profile packets are dropped.
When service levels are defined using AF classes, different quantity and quality between AF classes can be realized by allocating different amounts of bandwidth and buffer space to the four AF classes. Unlike
EF, most AF traffic is non-real-time traffic using TCP, and the RED queue management strategy is an AQM (Adaptive Queue Management) strategy suitable for use in AF PHBs. The four AF PHB layers can be implemented as four separate queues. The output port bandwidth is divided into four AF queues. For each AF queue, packets are marked with three “colors” corresponding to three separate priority levels.
In addition to the 32 DSCP 1 groups defined in Table 2.8, 21 DSCPs have been standardized as follows: one for PHB EF, 12 for PHB AF, and 8 for CSCP. There are 11 DSCP 1 groups still available for other standards.
2.2.5.Example of Differentiated Services
We will look at an example of the Differentiated Service model and mechanism of operation. The architecture of Differentiated Service consists of two basic sets of functions:
Edge functions: include packet classification and traffic conditioning. At the inbound edge of the network, incoming packets are marked. In particular, the DS field in the packet header is set to a certain value. For example, in Figure 2.12, packets sent from H1 to H3 are marked at R1, while packets from H2 to H4 are marked at R2. The labels on the received packets identify the service class to which they belong. Different traffic classes receive different services in the core network. The RFC definition uses the term behavior aggregate rather than the term traffic class. After being marked, a packet can be forwarded immediately into the network, delayed for a period of time before being forwarded, or dropped. We will see that there are many factors that affect how a packet is marked, and whether it is forwarded immediately, delayed, or dropped.
Figure 2.12 DiffServ Example
Core functionality: When a DS-marked packet arrives at a Diffservcapable router, the packet is forwarded to the next router based on
Per-hop behavior is associated with packet classes. Per-hop behavior affects router buffers and the bandwidth shared between competing classes. An important principle of the Differentiated Service architecture is that a router's per-hop behavior is based only on the packet's marking or the class to which it belongs. Therefore, if packets sent from H1 to H3 as shown in the figure receive the same marking as packets from H2 to H4, then the network routers treat the packets exactly the same, regardless of whether the packet originated from H1 or H2. For example, R3 does not distinguish between packets from h1 and H2 when forwarding packets to R4. Therefore, the Differentiated Service architecture avoids the need to maintain router state about separate source-destination pairs, which is important for network scalability.
Chapter Conclusion
Chapter 2 has presented and clarified two main models of deploying and installing quality of service in IP networks. While the traditional best-effort model has many disadvantages, later models such as IntServ and DiffServ have partly solved the problems that best-effort could not solve. IntServ follows the direction of ensuring quality of service for each separate flow, it is built similar to the circuit switching model with the use of the RSVP resource reservation protocol. IntSer is suitable for services that require fixed bandwidth that is not shared such as VoIP services, multicast TV services. However, IntSer has disadvantages such as using a lot of network resources, low scalability and lack of flexibility. DiffServ was born with the idea of solving the disadvantages of the IntServ model.
DiffServ follows the direction of ensuring quality based on the principle of hop-by-hop behavior based on the priority of marked packets. The policy for different types of traffic is decided by the administrator and can be changed according to reality, so it is very flexible. DiffServ makes better use of network resources, avoiding idle bandwidth and processing capacity on routers. In addition, the DifServ model can be deployed on many independent domains, so the ability to expand the network becomes easy.
Chapter 3: METHODS TO ENSURE QoS FOR MULTIMEDIA COMMUNICATIONS
In packet-switched networks, different packet flows often have to share the transmission medium all the way to the destination station. To ensure the fair and efficient allocation of bandwidth to flows, appropriate serving mechanisms are required at network nodes, especially at gateways or routers, where many different data flows often pass through. The scheduler is responsible for serving packets of the selected flow and deciding which packet will be served next. Here, a flow is understood as a set of packets belonging to the same priority class, or originating from the same source, or having the same source and destination addresses, etc.
In normal state when there is no congestion, packets will be sent as soon as they are delivered. In case of congestion, if QoS assurance methods are not applied, prolonged congestion can cause packet drops, affecting service quality. In some cases, congestion is prolonged and widespread in the network, which can easily lead to the network being "frozen", or many packets being dropped, seriously affecting service quality.
Therefore, in this chapter, in sections 3.2 and 3.3, we introduce some typical network traffic load monitoring techniques to predict and prevent congestion before it occurs through the measure of dropping (removing) packets early when there are signs of impending congestion.
3.1. DropTail method
DropTail is a simple, traditional queue management method based on FIFO mechanism. All incoming packets are placed in the queue, when the queue is full, the later packets are dropped.
Due to its simplicity and ease of implementation, DropTail has been used for many years on Internet router systems. However, this algorithm has the following disadvantages:
− Cannot avoid the phenomenon of “Lock out”: Occurs when 1 or several traffic streams monopolize the queue, making packets of other connections unable to pass through the router. This phenomenon greatly affects reliable transmission protocols such as TCP. According to the anti-congestion algorithm, when locked out, the TCP connection stream will reduce the window size and reduce the packet transmission speed exponentially.
− Can cause Global Synchronization: This is the result of a severe “Lock out” phenomenon. Some neighboring routers have their queues monopolized by a number of connections, causing a series of other TCP connections to be unable to pass through and simultaneously reducing the transmission speed. After those monopolized connections are temporarily suspended,
Once the queue is cleared, it takes a considerable amount of time for TCP connections to return to their original speed.
− Full Queue phenomenon: Data transmitted on the Internet often has an explosion, packets arriving at the router are often in clusters rather than in turn. Therefore, the operating mechanism of DropTail makes the queue easily full for a long period of time, leading to the average delay time of large packets. To avoid this phenomenon, with DropTail, the only way is to increase the router's buffer, this method is very expensive and ineffective.
− No QoS guarantee: With the DropTail mechanism, there is no way to prioritize important packets to be transmitted through the router earlier when all are in the queue. Meanwhile, with multimedia communication, ensuring connection and stable speed is extremely important and the DropTail algorithm cannot satisfy.
The problem of choosing the buffer size of the routers in the network is to “absorb” short bursts of traffic without causing too much queuing delay. This is necessary in bursty data transmission. The queue size determines the size of the packet bursts (traffic spikes) that we want to be able to transmit without being dropped at the routers.
In IP-based application networks, packet dropping is an important mechanism for indirectly reporting congestion to end stations. A solution that prevents router queues from filling up while reducing the packet drop rate is called dynamic queue management.
3.2. Random elimination method – RED
3.2.1 Overview
RED (Random Early Detection of congestion; Random Early Drop) is one of the first AQM algorithms proposed in 1993 by Sally Floyd and Van Jacobson, two scientists at the Lawrence Berkeley Laboratory of the University of California, USA. Due to its outstanding advantages compared to previous queue management algorithms, RED has been widely installed and deployed on the Internet.
The most fundamental point of their work is that the most effective place to detect congestion and react to it is at the gateway or router.
Source entities (senders) can also do this by estimating end-to-end delay, throughput variability, or the rate of packet retransmissions due to drop. However, the sender and receiver view of a particular connection cannot tell which gateways on the network are congested, and cannot distinguish between propagation delay and queuing delay. Only the gateway has a true view of the state of the queue, the link share of the connections passing through it at any given time, and the quality of service requirements of the
traffic flows. The RED gateway monitors the average queue length, which detects early signs of impending congestion (average queue length exceeding a predetermined threshold) and reacts appropriately in one of two ways:
− Drop incoming packets with a certain probability, to indirectly inform the source of congestion, the source needs to reduce the transmission rate to keep the queue from filling up, maintaining the ability to absorb incoming traffic spikes.
− Mark “congestion” with a certain probability in the ECN field in the header of TCP packets to notify the source (the receiving entity will copy this bit into the acknowledgement packet).
Figure 3. 1 RED algorithm
The main goal of RED is to avoid congestion by keeping the average queue size within a sufficiently small and stable region, which also means keeping the queuing delay sufficiently small and stable. Achieving this goal also helps: avoid global synchronization, not resist bursty traffic flows (i.e. flows with low average throughput but high volatility), and maintain an upper bound on the average queue size even in the absence of cooperation from transport layer protocols.
To achieve the above goals, RED gateways must do the following:
− The first is to detect congestion early and react appropriately to keep the average queue size small enough to keep the network operating in the low latency, high throughput region, while still allowing the queue size to fluctuate within a certain range to absorb short-term fluctuations. As discussed above, the gateway is the most appropriate place to detect congestion and is also the most appropriate place to decide which specific connection to report congestion to.
− The second thing is to notify the source of congestion. This is done by marking and notifying the source to reduce traffic. Normally the RED gateway will randomly drop packets. However, if congestion
If congestion is detected before the queue is full, it should be combined with packet marking to signal congestion. The RED gateway has two options: drop or mark; where marking is done by marking the ECN field of the packet with a certain probability, to signal the source to reduce the traffic entering the network.
− An important goal that RED gateways need to achieve is to avoid global synchronization and not to resist traffic flows that have a sudden characteristic. Global synchronization occurs when all connections simultaneously reduce their transmission window size, leading to a severe drop in throughput at the same time. On the other hand, Drop Tail or Random Drop strategies are very sensitive to sudden flows; that is, the gateway queue will often overflow when packets from these flows arrive. To avoid these two phenomena, gateways can use special algorithms to detect congestion and decide which connections will be notified of congestion at the gateway. The RED gateway randomly selects incoming packets to mark; with this method, the probability of marking a packet from a particular connection is proportional to the connection's shared bandwidth at the gateway.
− Another goal is to control the average queue size even without cooperation from the source entities. This can be done by dropping packets when the average size exceeds an upper threshold (instead of marking it). This approach is necessary in cases where most connections have transmission times that are less than the round-trip time, or where the source entities are not able to reduce traffic in response to marking or dropping packets (such as UDP flows).
3.2.2 Algorithm
This section describes the algorithm for RED gateways. RED gateways calculate the average queue size using a low-pass filter. This average queue size is compared with two thresholds: minth and maxth. When the average queue size is less than the lower threshold, no incoming packets are marked or dropped; when the average queue size is greater than the upper threshold, all incoming packets are dropped. When the average queue size is between minth and maxth, each incoming packet is marked or dropped with a probability pa, where pa is a function of the average queue size avg; the probability of marking or dropping a packet for a particular connection is proportional to the bandwidth share of that connection at the gateway. The general algorithm for a RED gateway is described as follows: [5]
For each packet arrival
Caculate the average queue size avg If minth ≤ avg < maxth
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List of Universities, Colleges and Vocational Schools Training in Tourism, Restaurants and Hotels in the Northern Economic Zone Provinces. -
Developing tourism in Ca Mau province in a sustainable direction - 16 -
Sequence Diagram of Accounting for Other Operating Income -
Kwan And Eisenbeis (1995), “Bank Risk, Capitalization, And Operating Efficiency”, Journal Of Financial Services Research 12(2), Pp.117-131.
TT
Station name | Basin river | Coordinates | Important factors measurement | Five years measurement | |
14 | Trang Market | Chief | 18°34'50'' - 105°38'49'' | X, H, T | 1962 - present |
15 | Ben Thuy | - | 18°39'03” - 105°42'30" | X, H, T | 1960 - present |
16 | Hoi Gate | - | 18°44'59'' - 105°44'13'' | X, H, T | 1965 - present |
Note : H: water level, Q: flow, ρ: sediment
The entire basin has 9 rain gauge stations (Table 2.3 ). Since 2018, these rain gauge stations have been upgraded to automatic rain gauge stations.
Table 2.3: List of rain gauge stations in the Ca River basin
TT
Station name | Coordinates | Element monitoring | Five years measurement | |
1 | Que Phong | 19°36'29'' - 104°55'23'' | X | 2008 - present |
2 | Farm 3/2 | 19°21'59" - 05°16'59" | X | 1960 - present |
3 | Farm 1/5 | 19°22'59" - 105°29'59" | X | 1960 - present |
4 | Dong Hieu | 19°18'0.2" - 105°29'59" | X | 1960 - present |
5 | Leaf Slot | 19° 05'00" - 105°19'59" | X | 1958 - present |
6 | Khe Bo | 19°10'53" - 104°39'55" | X | 1960 - present |
7 | Salt Waterfall | 19° 05'00" - 104°45'00" | X | 1956 - present |
8 | Thanh Mai | 18°37'59" - 105°22'00" | X | 1960 - present |
9 | Vu Quang | 18°22'43'' - 105°30'09'' | X | 1962 - present |
Hydrometeorological data including: rain, evaporation, water level, flow are provided by the North Central Hydrometeorological Station. Daily rainfall data is synchronized from 1970 - 2019 at 28 stations. The study used 15 years of data (2005 - 2019) with a rainfall period of 6 hours. The total number of floods occurring in the downstream of the Ca River in the above 15 years was 23, the largest flood occurred in October 2010 with a flood peak of 4.96 m and the smallest flood occurred in September 2019 with a flood peak of 2.09 m at Cho Trang. In particular, flow data at Coc Na is only available from 1961-1976.
2.1.2. Topographic data
Baseline topographic data inherited from the Ministry of Natural Resources and Environment's Project " Research on detailed levels of natural disaster risks caused by flooding in urban areas and coastal plains in the North Central region " in 2019;
DEM map 1:10,000 of the entire Ca River basin inherited from the Project " Building a disaster-resilient society phase 2 - Nghe An province " implemented by JICA in 2014 [69].
2.1.3. Cross-sectional data
Cross-sections on the main rivers in Nghe An and Ha Tinh were received from the Hydrometeorological Survey Federation in 2001. The project " Developing a flood forecasting calculation program to serve the operation of the reservoir system in the Ca River basin" (2016) provided 70 additional cross-sections, including 56 cross-sections on the Ca River from the Dua TV station to Cua Hoi and 14 cross-sections on the La River from the Hoa Duyet TV station to the Cho Trang junction.
2.2. Analysis of factors causing flooding in the Ca River basin.
Factors causing natural disasters are often divided into 3 groups: endogenous, exogenous and anthropogenic. Specifically, in the Ca River basin and downstream of the Ca River, factors causing flooding are analyzed as follows:
2.2.1. Endogenous factors
2.2.1.1. Geographical location
The Ca River basin stretches from 18 0 15'50" to 20 0 10'30" North latitude, from 103 0 45'10" to 105 0 15'20" East longitude. The North borders the Chu River basin, the West borders the Mekong River basin, the South borders the Gianh River basin and the East borders the East Sea, on the territories of the two countries Vietnam and Laos, the total basin area is 27,200 km 2 , of which the area in Vietnam is 17,950 km 2 , accounting for 66.0% of the basin area; the area in Laos is 9,250 km 2 , accounting for 34.0% of the basin area. The main stream of the Ca River is 531 km long, of which 170 km flows in Laos and 361 km in our country ( Figure 2.2 ).
With its location near a large source of moisture, the East Sea, during the Northeast monsoon season, the basin has very favorable hydrological conditions, easily forming heavy rains, causing flooding in the downstream areas of the basin . In addition, the Ca River basin is also affected by the KKL mass in the North flowing down and the hot and humid air mass blowing up from the Bay of Bengal. With the single or mutual interaction combined with the influence of complex terrain, the Ca River basin has many different flood regimes: the upstream Ca River in Laos often has early floods from June to September; the Hieu River region often has floods from July to October; the La River region is later, from August to November.
2.2.1.2. Terrain
The Ca River basin has the following main terrain types:
- The high mountainous terrain is concentrated in the West, Northwest and Southwest of the basin. This terrain has an altitude of 800 ÷ 1,500 m, acting as a wall between the Mekong River basin and the Ca River basin. This terrain has steep slopes and narrow valleys, accounting for up to 60% of the basin area. This high mountainous terrain is favorable for the formation of heavy rain when there is moisture from the East Sea during the stormy season, causing floods in the Ca River basin ( Figure 2.2 ).
- The midland hills belong to the districts of Nghia Dan, Quy Hop, Tan Ky, Anh Son, Thanh Chuong (Nghe An), Vu Quang, Huong Son and Huong Khe (Ha Tinh) (Table 2.4 ), the total area of this terrain is about 680,000 ha. This is a complex terrain, strongly divided with multi-directional slopes created by small rivers, with a general slope in the West - East, Northwest - Southeast, Southwest - Northeast direction and the lowest navel is the Ca River mouth. The average slope of the basin is large. The terrain of this area has a large slope both in the basin and in the riverbed with a large degree of division, creating conditions for the flow to quickly drain downstream, causing flooding. The terrain of the plains and coastal plains is small, narrow and close to the main stream. The plains from Do Luong down are protected by dikes on both banks of the river, except for the right bank of Thanh Chuong and Nam Dan which are protected by a dike. The plains in Ha Tinh from Vu Quang district to Duc Tho have no protective dikes.
42

Figure 2.2: River network in the Ca River basin
- Delta type, with a total area of about 350,000 hectares, accounting for 10% of the Ca River basin area. The low-lying terrain in the delta with a cross-cutting traffic system and urbanization is a favorable condition for flooding when there is heavy rain in the fields .
2.2.1.3. Geology and soil
The Ca River basin is located in the Northern folded zone and the Indochinese Varixet folded zone, the boundary between the two folded zones is the Ma River suture zone. Studies in the monograph " Geological formations and geodynamics of Vietnam 1993 " edited by Nguyen Xuan Tung [75], classified the Ca River basin as located in the "Northern-Yangtze-KaTaZia area" between the Paleozoic North Truong Son continental crust belt. During the pre-Cambrian to early Paleozoic to late Paleozoic periods, the Ca River basin existed in the microcontinental oceanic regime, continental slope, and subcontinental regime. The rift and prerift regime existed during the late Paleozoic to late Merozoic periods. From the late Merozoic, small orogenic basins were formed along the Ca River fault, filled with coarse terrigenous sediments.
Soils in the basin have different origins. In mountainous areas, soils are developed on many types of lava. Most of the mountainous areas are below the altitude of 800 - 1,000 m, so they are strongly weathered. Ferralitic process is the main process. Ferralitic soil groups of hills and low mountains, distributed at altitudes below 800 - 1,000 m
1,000 m, occupies the largest area and is the place where human activities take place. The group of geologic soils, accounting for 83.5% of the entire basin, includes the following types: Red-yellow soil on shale, found on almost all types of terrain but concentrated in low mountainous areas, steep slopes, quite thick soil layer, soil layer thickness is mostly over 50 cm. This is a type of hilly soil with good water retention and color retention properties; Light yellow soil develops on sandstone and conglomerate. Due to its lighter mechanical composition than shale, this type of soil is often strongly eroded, the soil layer is relatively thin and many places are bare of gravel and rock. Only a few places have high hilly terrain, carpet
The relatively new vegetation cover has a soil layer thickness of 50-70 cm. This type of soil has poor water retention and adhesion; Red-yellow soil develops on acidic rocks. Most of this type of soil has light mechanical composition, poor in nutrients, and is strongly eroded and washed away, so its water retention capacity is poor; Red-brown soil on limestone, in contrast to other types of soil, this type of soil in low-lying areas often has a thicker soil layer, in high-lying areas it is often weathered and washed away strongly, so the soil layer is thinner. Therefore, this type of soil has better water retention capacity; Red-brown basalt soil, mainly distributed in Phu Quy area. This type of soil has a layer thickness of over 1 m, the terrain is quite flat, highly fertile, loose, well-drained but retains water poorly; Red-yellow Feralit soil on the mountain, humus soil on high mountains, this type of soil accounts for 29.0% of the soil area. Although it has high fertility, because it is mainly concentrated in high mountains, steep terrain and is strongly fragmented, its water retention capacity is also limited [76].

Figure 2.3: Soil map of Ca River basin (Vietnam part)
In the plains, the soil is formed from river alluvium consisting of groups of

![Qos Assurance Methods for Multimedia Communications
zt2i3t4l5ee
zt2a3gs
zt2a3ge
zc2o3n4t5e6n7ts
low. The EF PHB requires a sufficiently large number of output ports to provide low delay, low loss, and low jitter.
EF PHBs can be implemented if the output ports bandwidth is sufficiently large, combined with small buffer sizes and other network resources dedicated to EF packets, to allow the routers service rate for EF packets on an output port to exceed the arrival rate λ of packets at that port.
This means that packets with PHB EF are considered with a pre-allocated amount of output bandwidth and a priority that ensures minimum loss, minimum delay and minimum jitter before being put into operation.
PHB EF is suitable for channel simulation, leased line simulation, and real-time services such as voice, video without compromising on high loss, delay and jitter values.
Figure 2.10 Example of EF installation
Figure 2.10 shows an example of an EF PHB implementation. This is a simple priority queue scheduling technique. At the edges of the DS domain, EF packet traffic is prioritized according to the values agreed upon by the SLA. The EF queue in the figure needs to output packets at a rate higher than the packet arrival rate λ. To provide an EF PHB over an end-to-end DS domain, bandwidth at the output ports of the core routers needs to be allocated in advance to ensure the requirement μ > λ. This can be done by a pre-configured provisioning process. In the figure, EF packets are placed in the priority queue (the upper queue). With such a length, the queue can operate with μ > λ.
Since EF was primarily used for real-time services such as voice and video, and since real-time services use UDP instead of TCP, RED is generally
not suitable for EF queues because applications using UDP will not respond to random packet drop and RED will strip unnecessary packets.
2.2.4.2 Assured Forwarding (AF) PHB
PHB AF is defined by RFC 2597. The purpose of PHB AF is to deliver packets reliably and therefore delay and jitter are considered less important than packet loss. PHB AF is suitable for non-real-time services such as applications using TCP. PHB AF first defines four classes: AF1, AF2, AF3, AF4. For each of these AF classes, packets are then classified into three subclasses with three distinct priority levels.
Table 2.8 shows the four AF classes and 12 AF subclasses and the DSCP values for the 12 AF subclasses defined by RFC 2597. RFC 2597 also allows for more than three separate priority levels to be added for internal use. However, these separate priority levels will only have internal significance.
PHB Class
PHB Subclass
Package type
DSCP
AF4
AF41
Short
100010
AF42
Medium
100100
AF43
High
100110
AF3
AF31
Short
011010
AF32
Medium
011100
AF33
High
011110
AF2
AF21
Short
010010
AF22
Medium
010100
AF23
High
010110
AF1
AF11
Short
001010
AF12
Medium
001100
AF13
High
001110
Table 2.8 AF DSCPs
The AF PHB ensures that packets are forwarded with a high probability of delivery to the destination within the bounds of the rate agreed upon in an SLA. If AF traffic at an ingress port exceeds the pre-priority rate, which is considered non-compliant or “out of profile”, the excess packets will not be delivered to the destination with the same probability as the packets belonging to the defined traffic or “in profile” packets. When there is network congestion, the out of profile packets are dropped before the in profile packets are dropped.
When service levels are defined using AF classes, different quantity and quality between AF classes can be realized by allocating different amounts of bandwidth and buffer space to the four AF classes. Unlike
EF, most AF traffic is non-real-time traffic using TCP, and the RED queue management strategy is an AQM (Adaptive Queue Management) strategy suitable for use in AF PHBs. The four AF PHB layers can be implemented as four separate queues. The output port bandwidth is divided into four AF queues. For each AF queue, packets are marked with three “colors” corresponding to three separate priority levels.
In addition to the 32 DSCP 1 groups defined in Table 2.8, 21 DSCPs have been standardized as follows: one for PHB EF, 12 for PHB AF, and 8 for CSCP. There are 11 DSCP 1 groups still available for other standards.
2.2.5.Example of Differentiated Services
We will look at an example of the Differentiated Service model and mechanism of operation. The architecture of Differentiated Service consists of two basic sets of functions:
Edge functions: include packet classification and traffic conditioning. At the inbound edge of the network, incoming packets are marked. In particular, the DS field in the packet header is set to a certain value. For example, in Figure 2.12, packets sent from H1 to H3 are marked at R1, while packets from H2 to H4 are marked at R2. The labels on the received packets identify the service class to which they belong. Different traffic classes receive different services in the core network. The RFC definition uses the term behavior aggregate rather than the term traffic class. After being marked, a packet can be forwarded immediately into the network, delayed for a period of time before being forwarded, or dropped. We will see that there are many factors that affect how a packet is marked, and whether it is forwarded immediately, delayed, or dropped.
Figure 2.12 DiffServ Example
Core functionality: When a DS-marked packet arrives at a Diffservcapable router, the packet is forwarded to the next router based on
Per-hop behavior is associated with packet classes. Per-hop behavior affects router buffers and the bandwidth shared between competing classes. An important principle of the Differentiated Service architecture is that a routers per-hop behavior is based only on the packets marking or the class to which it belongs. Therefore, if packets sent from H1 to H3 as shown in the figure receive the same marking as packets from H2 to H4, then the network routers treat the packets exactly the same, regardless of whether the packet originated from H1 or H2. For example, R3 does not distinguish between packets from h1 and H2 when forwarding packets to R4. Therefore, the Differentiated Service architecture avoids the need to maintain router state about separate source-destination pairs, which is important for network scalability.
Chapter Conclusion
Chapter 2 has presented and clarified two main models of deploying and installing quality of service in IP networks. While the traditional best-effort model has many disadvantages, later models such as IntServ and DiffServ have partly solved the problems that best-effort could not solve. IntServ follows the direction of ensuring quality of service for each separate flow, it is built similar to the circuit switching model with the use of the RSVP resource reservation protocol. IntSer is suitable for services that require fixed bandwidth that is not shared such as VoIP services, multicast TV services. However, IntSer has disadvantages such as using a lot of network resources, low scalability and lack of flexibility. DiffServ was born with the idea of solving the disadvantages of the IntServ model.
DiffServ follows the direction of ensuring quality based on the principle of hop-by-hop behavior based on the priority of marked packets. The policy for different types of traffic is decided by the administrator and can be changed according to reality, so it is very flexible. DiffServ makes better use of network resources, avoiding idle bandwidth and processing capacity on routers. In addition, the DifServ model can be deployed on many independent domains, so the ability to expand the network becomes easy.
Chapter 3: METHODS TO ENSURE QoS FOR MULTIMEDIA COMMUNICATIONS
In packet-switched networks, different packet flows often have to share the transmission medium all the way to the destination station. To ensure the fair and efficient allocation of bandwidth to flows, appropriate serving mechanisms are required at network nodes, especially at gateways or routers, where many different data flows often pass through. The scheduler is responsible for serving packets of the selected flow and deciding which packet will be served next. Here, a flow is understood as a set of packets belonging to the same priority class, or originating from the same source, or having the same source and destination addresses, etc.
In normal state when there is no congestion, packets will be sent as soon as they are delivered. In case of congestion, if QoS assurance methods are not applied, prolonged congestion can cause packet drops, affecting service quality. In some cases, congestion is prolonged and widespread in the network, which can easily lead to the network being frozen, or many packets being dropped, seriously affecting service quality.
Therefore, in this chapter, in sections 3.2 and 3.3, we introduce some typical network traffic load monitoring techniques to predict and prevent congestion before it occurs through the measure of dropping (removing) packets early when there are signs of impending congestion.
3.1. DropTail method
DropTail is a simple, traditional queue management method based on FIFO mechanism. All incoming packets are placed in the queue, when the queue is full, the later packets are dropped.
Due to its simplicity and ease of implementation, DropTail has been used for many years on Internet router systems. However, this algorithm has the following disadvantages:
− Cannot avoid the phenomenon of “Lock out”: Occurs when 1 or several traffic streams monopolize the queue, making packets of other connections unable to pass through the router. This phenomenon greatly affects reliable transmission protocols such as TCP. According to the anti-congestion algorithm, when locked out, the TCP connection stream will reduce the window size and reduce the packet transmission speed exponentially.
− Can cause Global Synchronization: This is the result of a severe “Lock out” phenomenon. Some neighboring routers have their queues monopolized by a number of connections, causing a series of other TCP connections to be unable to pass through and simultaneously reducing the transmission speed. After those monopolized connections are temporarily suspended,
Once the queue is cleared, it takes a considerable amount of time for TCP connections to return to their original speed.
− Full Queue phenomenon: Data transmitted on the Internet often has an explosion, packets arriving at the router are often in clusters rather than in turn. Therefore, the operating mechanism of DropTail makes the queue easily full for a long period of time, leading to the average delay time of large packets. To avoid this phenomenon, with DropTail, the only way is to increase the routers buffer, this method is very expensive and ineffective.
− No QoS guarantee: With the DropTail mechanism, there is no way to prioritize important packets to be transmitted through the router earlier when all are in the queue. Meanwhile, with multimedia communication, ensuring connection and stable speed is extremely important and the DropTail algorithm cannot satisfy.
The problem of choosing the buffer size of the routers in the network is to “absorb” short bursts of traffic without causing too much queuing delay. This is necessary in bursty data transmission. The queue size determines the size of the packet bursts (traffic spikes) that we want to be able to transmit without being dropped at the routers.
In IP-based application networks, packet dropping is an important mechanism for indirectly reporting congestion to end stations. A solution that prevents router queues from filling up while reducing the packet drop rate is called dynamic queue management.
3.2. Random elimination method – RED
3.2.1 Overview
RED (Random Early Detection of congestion; Random Early Drop) is one of the first AQM algorithms proposed in 1993 by Sally Floyd and Van Jacobson, two scientists at the Lawrence Berkeley Laboratory of the University of California, USA. Due to its outstanding advantages compared to previous queue management algorithms, RED has been widely installed and deployed on the Internet.
The most fundamental point of their work is that the most effective place to detect congestion and react to it is at the gateway or router.
Source entities (senders) can also do this by estimating end-to-end delay, throughput variability, or the rate of packet retransmissions due to drop. However, the sender and receiver view of a particular connection cannot tell which gateways on the network are congested, and cannot distinguish between propagation delay and queuing delay. Only the gateway has a true view of the state of the queue, the link share of the connections passing through it at any given time, and the quality of service requirements of the
traffic flows. The RED gateway monitors the average queue length, which detects early signs of impending congestion (average queue length exceeding a predetermined threshold) and reacts appropriately in one of two ways:
− Drop incoming packets with a certain probability, to indirectly inform the source of congestion, the source needs to reduce the transmission rate to keep the queue from filling up, maintaining the ability to absorb incoming traffic spikes.
− Mark “congestion” with a certain probability in the ECN field in the header of TCP packets to notify the source (the receiving entity will copy this bit into the acknowledgement packet).
Figure 3. 1 RED algorithm
The main goal of RED is to avoid congestion by keeping the average queue size within a sufficiently small and stable region, which also means keeping the queuing delay sufficiently small and stable. Achieving this goal also helps: avoid global synchronization, not resist bursty traffic flows (i.e. flows with low average throughput but high volatility), and maintain an upper bound on the average queue size even in the absence of cooperation from transport layer protocols.
To achieve the above goals, RED gateways must do the following:
− The first is to detect congestion early and react appropriately to keep the average queue size small enough to keep the network operating in the low latency, high throughput region, while still allowing the queue size to fluctuate within a certain range to absorb short-term fluctuations. As discussed above, the gateway is the most appropriate place to detect congestion and is also the most appropriate place to decide which specific connection to report congestion to.
− The second thing is to notify the source of congestion. This is done by marking and notifying the source to reduce traffic. Normally the RED gateway will randomly drop packets. However, if congestion
If congestion is detected before the queue is full, it should be combined with packet marking to signal congestion. The RED gateway has two options: drop or mark; where marking is done by marking the ECN field of the packet with a certain probability, to signal the source to reduce the traffic entering the network.
− An important goal that RED gateways need to achieve is to avoid global synchronization and not to resist traffic flows that have a sudden characteristic. Global synchronization occurs when all connections simultaneously reduce their transmission window size, leading to a severe drop in throughput at the same time. On the other hand, Drop Tail or Random Drop strategies are very sensitive to sudden flows; that is, the gateway queue will often overflow when packets from these flows arrive. To avoid these two phenomena, gateways can use special algorithms to detect congestion and decide which connections will be notified of congestion at the gateway. The RED gateway randomly selects incoming packets to mark; with this method, the probability of marking a packet from a particular connection is proportional to the connections shared bandwidth at the gateway.
− Another goal is to control the average queue size even without cooperation from the source entities. This can be done by dropping packets when the average size exceeds an upper threshold (instead of marking it). This approach is necessary in cases where most connections have transmission times that are less than the round-trip time, or where the source entities are not able to reduce traffic in response to marking or dropping packets (such as UDP flows).
3.2.2 Algorithm
This section describes the algorithm for RED gateways. RED gateways calculate the average queue size using a low-pass filter. This average queue size is compared with two thresholds: minth and maxth. When the average queue size is less than the lower threshold, no incoming packets are marked or dropped; when the average queue size is greater than the upper threshold, all incoming packets are dropped. When the average queue size is between minth and maxth, each incoming packet is marked or dropped with a probability pa, where pa is a function of the average queue size avg; the probability of marking or dropping a packet for a particular connection is proportional to the bandwidth share of that connection at the gateway. The general algorithm for a RED gateway is described as follows: [5]
For each packet arrival
Caculate the average queue size avg If minth ≤ avg < maxth
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